Updated on 2026/09/22

写真a

 
KITAOKA Takafumi
 
Organization
Faculty of Environmental and Urban Engineering Associate Professor
Title
Associate Professor
Profile

地盤工学とプロジェクトマネジメントを基盤として,土木分野におけるDX(デジタルトランスフォーメーション)から,AIを活用して業務や意思決定のあり方を変革するAX(AIトランスフォーメーション)への展開を目指しています.現在は,①山岳トンネルの施工DX,②地盤情報データベースの利活用,③土木分野へのゲーム教育の導入を軸に,研究に取り組んでいます.

山岳トンネルでは,切羽の画像・観察記事・施工計測データなどを活用し,AIによる地山評価や施工時の判断支援,技術継承に関する研究を進めています.地盤情報データベースについては,蓄積された地盤調査・土質試験データとAIを組み合わせ,地盤の設計定数の推定や液状化評価への活用を検討しています.また,ゲームや生成AIを取り入れた教育を通じて,土木への関心や理解を深め,課題解決力や意思決定能力を育む学習方法を探究しています.

これまで取り組んできた地盤の防災・維持管理に関する「ジオリスクマネジメント」の知見を生かし,国内外の大学・研究機関,行政,企業との連携を通じて,現場の課題解決と次世代の土木技術者の育成に貢献したいと考えています.

 

Building on geotechnical engineering and project management, my research aims to advance civil engineering from digital transformation (DX) toward AI transformation (AX), reshaping work processes and decision-making through AI. My current research focuses on three areas: (1) digital transformation in mountain tunnel construction, (2) the use of geotechnical information databases, and (3) game-based learning in civil engineering.

In mountain tunnel construction, I use tunnel face images, observation records, and construction monitoring data to investigate AI-assisted ground assessment, construction decision support, and the transfer of technical expertise. My work on geotechnical information databases combines accumulated ground investigation and soil testing data with AI to estimate geotechnical design parameters and support liquefaction assessment. I also explore educational approaches that incorporate games and generative AI to deepen students’ interest in and understanding of civil engineering while developing their problem-solving and decision-making skills.

Drawing on my previous research in georisk management for disaster prevention and infrastructure maintenance, I seek to address practical challenges and educate the next generation of civil engineers through collaboration with universities, research institutions, government agencies, and industry in Japan and abroad.

External link

Degree

  • 工学 ( 2013.9   関西大学 )

Research Interests

  • Ground information

  • Geo risk management

  • Artificial Neural Networks

  • DX

  • Tunnel engineering

Research Areas

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Civil engineering material, execution and construction management  / Construction management

  • Social Infrastructure (Civil Engineering, Architecture, Disaster Prevention) / Geotechnical engineering

Education

  • Kansai University Graduate School

    2010.4 - 2013.9

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Research History

  • Kansai University   Faculty of Environmental and Urban Engineering   Associate Professor

    2020.4

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  • Kyoto University   Graduate School of Engineering   Assistant Professor

    2014.4 - 2020.3

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    Country:Japan

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  • Geo-Research Institute

    2013.4 - 2014.3

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Professional Memberships

Committee Memberships

  • 土木学会 地下空間研究委員会   地下空間シンポジウム表彰委員会 委員  

    2026.6 - Present   

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  • 一般社団法人 関西圏地盤情報運営機構   学識会員  

    2026.6 - Present   

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    Committee type:Other

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  • 公益社団法人 土木学会 地下空間研究委員会   論文編集委員会 地下空間編集小委員会 委員  

    2026.6 - Present   

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  • 公益社団法人 土木学会 岩盤力学委員会   岩盤力学におけるDX活用検討小委員会 第二期 幹事(WG2リーダー)  

    2025.6 - Present   

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  • 公益社団法人 土木学会   大学大学院教育研究小委員会 委員  

    2024.6 - Present   

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    Committee type:Academic society

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  • 公益社団法人 地盤工学会   ATC10(都市地盤情報に関するアジアテクニカルコミッティ国内委員会)委員  

    2024.6 - Present   

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  • 公益社団法人 土木学会   土木学会 論文編集委員会 地下空間編集小委員会 幹事長  

    2024.6 - 2026.5   

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  • 公益社団法人 土木学会   地下空間研究委員会 地下空間シンポジウム表彰委員会 幹事長  

    2024.6 - 2026.5   

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  • 国土交通省近畿地方整備局   国土交通省近畿地方整備局 防災対策・規制区間検討会議(兵庫ブロック) 委員  

    2024 - Present   

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    Committee type:Government

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  • 公益社団法人 地盤工学会   地盤工学会誌編集委員会 一般記事グループ 幹事  

    2023.6 - 2026.5   

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  • 地盤工学会 関西支部   斜面災害リスク軽減のための4D多層型ハザードマップの構築とその利活用方法に関する研究委員会 委員  

    2022.6 - 2025.6   

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  • 土木学会 岩盤力学委員会   Web担当(2024年主査)  

    2021.6 - Present   

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  • 公益社団法人 土木学会 岩盤力学委員会   企画運営小委員会 委員  

    2021.6 - Present   

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  • 土木学会 岩盤力学委員会   岩盤力学におけるDX活用検討小委員会 委員(WG1リーダー)  

    2021.4 - 2024.5   

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  • 地盤工学会関西支部   地盤工学分野におけるICT活用促進に関する研究委員会 幹事  

    2020.9 - 2022.3   

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  • 地盤工学会関西支部   調査研究グループ 幹事(R3主査)  

    2020.6 - 2023.5   

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  • 京都地盤研究会   幹事  

    2014.4 - Present   

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    Committee type:Other

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  • 土木学会   地下空間研究委員会 維持管理小委員会 委員  

    2022.6 - 2025.5   

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  •   KG-NET・関西圏地盤研究会 学識委員  

    2022 - 2026   

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  • 一般社団法人 ドローン測量教育研究機構   幹事  

    2020.4 - Present   

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Papers

  • A gamified approach to urban planning education using Cities: Skylines with speech AI and LLM-Based Evaluation Reviewed

    Takafumi Kitaoka, Rei Fukuda

    Intelligence, Informatics and Infrastructure Online ISSN : 2758-5816   2026.7

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    Authorship:Lead author, Corresponding author   Language:English   Publishing type:Research paper (scientific journal)  

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  • Machine learning–based tunnel face evaluation using observation log descriptions and text mining Reviewed

    7 ( 2 )   23 - 31   2026

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  • A study on the application of AI agent-based RAG with virtual data in geotechnical engineering Reviewed

    北岡貴文

    AI・データサイエンス論文集(Web)   6 ( 3 )   2025

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  • Investigation of a class imbalance handling method for mountain tunnel face evaluation AI using generative AI Reviewed

    關太博, 北岡貴文, 坂井一雄, 宮永隼太郎

    AI・データサイエンス論文集(Web)   6 ( 2 )   2025

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  • Analysis of the correlation of soil classification names using generative AI with large language models Reviewed

    北岡貴文

    AI・データサイエンス論文集(Web)   6 ( 2 )   2025

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  • EXAMINATION OF ROCK IDENTIFICATION USING MULTIMODAL AI WITH VISUAL AND TACTILE DATA Reviewed

    鏡堂隼平, 北岡貴文

    岩の力学国内シンポジウム講演論文集(CD-ROM)   16th   2025

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  • An Example of Applying Text Mining in Mountain Tunnel Construction Using Generative AI Reviewed

    Takafumi KITAOKA, Kaori MORIWAKI, Kazuo SAKAI, Tomofumi KOYAMA

    International Journal of the JSRM   20 ( 2 )   2024.1

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  • Estimation of soil constants using ANN with Word2vec for soil type and test conditions Reviewed

    北岡貴文, 安田花鈴, 小林泰三

    AI・データサイエンス論文集(Web)   5 ( 3 )   2024

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  • The Relationship between training data volume and performance of rock identification AI using CNN Reviewed

    鏡堂隼平, 北岡貴文

    AI・データサイエンス論文集(Web)   5 ( 3 )   2024

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  • An Investigation into Data Augmentation by Rotation for Rock Identification Using AI Reviewed

    鏡堂隼平, 北岡貴文, 辻野裕之

    AI・データサイエンス論文集(Web)   4 ( 3 )   2023

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  • The current situation of introducing the information and communication technologies to geotechnical engineering

    小林泰三, 鍋島康之, 北岡貴文, 小田和広, 交久瀬磨衣子

    Kansai Geo-Symposium論文集(CD-ROM)   2022   2022

  • Trial Estimation of Internal friction angle to Be Obtained by Triaxial Compression Tests by Means of AI in the Use and Application of Soil Databases Reviewed

    北岡貴文, 山本雄平, 水谷未来, 小林泰三

    AI・データサイエンス論文集(Web)   3 ( J2 )   2022

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  • 3D stratigraphic modelling of the Bangkok basin using Kriging on borehole data Reviewed

    B Subedi, T Kitaoka, J Kiyono

    IOP Conference Series: Earth and Environmental Science   851 ( 1 )   012014 - 012014   2021.10

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    Language:English   Publishing type:Research paper (international conference proceedings)   Publisher:IOP Publishing  

    <title>Abstract</title>
    The Lower Central Plain of Thailand has a deep and highly irregular basement filled with complex layers of alluvial sandy soil and deltaic clay or silt. The Bangkok Metropolitan region with its high level of infrastructure development is located in this plain. With high population density, the problem of land subsidence is critical. This study uses borehole data and the Kriging method to interpolate the data. A detailed 3D stratigraphic model of the basin is presented and several cross sections along two directions. Seventeen layers and the points used for modelling each layer are presented. The model shows eight aquifers in the Bangkok basin, lying between eight layers of clay, and a bottom layer above the basement. The bottom of the lowest aquifer of the Bangkok aquifer system is 610 m deep. The basement extends down to a depth of more than 2000 m in some places. Our 3D model, which extends to the basement, is of interest for mining and site-specific seismic risk analysis. Moreover, our results can be very useful for groundwater and land subsidence studies.

    DOI: 10.1088/1755-1315/851/1/012014

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    Other Link: https://iopscience.iop.org/article/10.1088/1755-1315/851/1/012014/pdf

  • Applicability of neural network in rock classification of mountain tunnel considering rock types Reviewed

    Takafumi KITAOKA, Yukitsugu MASUDA, Nobusuke HASEGAWA, Thirapong PIPATPONGSA, Hiroyasu OHTSU

    Japanese Geotechnical Journal   16 ( 3 )   221 - 234   2021.9

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    Authorship:Lead author, Corresponding author   Publishing type:Research paper (scientific journal)   Publisher:The Japanese Geotechnical Society  

    DOI: 10.3208/jgs.16.221

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  • Estimation of Ground Profiles Based on Microtremor Survey in the Bangkok Basin Reviewed

    Bidhya Subedi, Junji Kiyono, Aiko Furukawa, Yusuke Ono, Teraphan Ornthammarath, Takafumi Kitaoka, Bhuddarak Charatpangoon, Panon Latcharote

    Frontiers in Built Environment   7   2021.3

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    Multiple earthquakes have been felt in high-rise buildings in Bangkok despite the epicenters being far away. Seismic wave recordings in the Bangkok basin show a low-frequency peak. This study uses horizontal-to-vertical spectral ratio (HVSR) analysis and array analysis of ambient vibration data to find the predominant period of the ground and the shear wave velocity profiles at five sites in Bangkok. The accuracy of the accelerometer used for the ambient data recording was verified by comparing results with velocity-meter results. The estimated predominant period was within 0.68–0.86 s. From the array records, dispersion curves of the Rayleigh-wave phase velocity were extracted and inverted for the deep layers. The results show that the shear-wave velocity of the top clay layer is low (82–120 m/s) at depths of 11–14.3 m. The low-frequency peak in the HVSR of the earthquake data, and the sediment layer with low shear-wave velocity implies that Bangkok is at risk of amplification of long-period earthquake waves.

    DOI: 10.3389/fbuil.2021.651902

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  • INFLUENCE OF CHARACTERISTICS OF TRAINING DATA SET ON THE ACCURACY OF ROCK CLASSIFICATION ESTIMATION FOR MOUNTAIN TUNNELS BY ARTIFICIAL NEURAL NETWORK Reviewed

    TSUCHIYA Yotaro, KITAOKA Takafumi, HASEGAWA Nobusuke, PIPATPONGSA Thirapong, OHTSU Hiroyasu

    Journal of Japan Society of Civil Engineers, Ser. F1 (Tunnel Engineering)   75 ( 1 )   130 - 142   2019

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    Authorship:Corresponding author   Language:Japanese   Publishing type:Research paper (scientific journal)   Publisher:Japan Society of Civil Engineers  

    <p> In mountain tunnel construction projects, discrepancies between the rock classifications specified at the basic design stage and the rock classifications applied at the actual construction stage often cause significant cost overruns. Therefore, it is expected to improve the accuracy of the rock classification estimated based on the preliminary geological survey. From this point of view, the authors proposed a methodology related to rock classification estimation by artificial neural network. However, past studies have been conducted under the condition that available tunnel data sets are limited. In this study, we focused on the influence of the increase in training data on the estimation results and examined the applicability of the proposed method. As a result, in addition to the increase of the indexes applied to the data set, it was found that deep learning of various rock states is effective to improve the accuracy of rock classification estimation.</p>

    DOI: 10.2208/jscejte.75.130

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  • Theoretical Estimation for Probability Distribution of Health Index of Pumping Wells Using a Mathematical Model Describing Random Deterioration- Effect of Regional Characteristics on Geology - Reviewed

    MIZOGUCHI Kohei, KAWAHARA Koki, KANEKIYO Hiroaki, KITAOKA Takafumi

    Japanese Geotechnical Journal   21 ( 2 )   119 - 126   2026.6

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    Language:Japanese   Publishing type:Research paper (scientific journal)   Publisher:The Japanese Geotechnical Society  

    Random deterioration of pumping wells is theoretically investigated by the use of a random differential equation describing temporally random variation of a health index of pumping wells, where actual data are obtained from 24 wells in Joyo city and Yawata city located in Yamashiro area of Kyoto prefecture, Japan. First, based upon actual data obtained from 24 wells in Joyo city and Yawata city located in Yamashiro area of Kyoto prefecture, Japan, the mean behavior of deterioration can be well approximated by an exponential deterioration. Next, a random differential equation is constructed by introducing a Gaussian white noise into the mean behavior, which leads to that the health index of wells obeys a log-normal distribution. Finally, it is demonstrated that the proposed model accurately reproduces the temporal variation in the observed health index variability in both areas. Furthermore, it is revealed that the average deterioration progresses more rapidly in the Yawata area than in the Joyo area, and this trend is discussed in relation to geological characteristics.

    DOI: 10.3208/jgs.21.119

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  • PREDICTION OF SUPPORT PATTERNS IN MOUNTAIN TUNNELS USING MULTIMODAL AI TRAINED ON FACE IMAGES AND FACE OBSERVATION LOGS Reviewed

    關太博, 北岡貴文, 坂井一雄, 宮永隼太郎

    岩の力学国内シンポジウム講演論文集(CD-ROM)   16th   2025

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  • Construction of a Probabilistic Model Describing Deterioration of Pumping Wells and Its Verification Using Actual Data Reviewed

    KAWAHARA Koki, NAKANO Kosuke, KANEKIYO Hiroaki, KITAOKA Takafumi, KUSUMI Harushige

    Journal of the Society of Materials Science, Japan   72 ( 3 )   168 - 173   2023.3

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    Language:Japanese   Publisher:The Society of Materials Science, Japan  

    A probabilistic model is newly proposed for describing random deterioration of pumping wells, in consideration of application to efficient management of pumping wells using a concept of asset management procedure. First, introducing a health index for quantifying specific capacity, we formulate a differential equation describing mean deterioration of the helth index. Next, it is extended to a random differential equation, in which a Gaussian white noise is introduced for representing intensive fluctuation around the mean deterioration behavior, so that intensively random variation of the health index can be well reproduced. A probability distribution of the health index is then derived in an analytical form. Finally, the obtained probability distribution is compared with actual data of the health index for active eight pumping wells in Joyo area, Kyoto prefecture, Japan. It is clarified that the scatter of health index of actual pumping wells is quite well reproduced by the theoretically derived probability distribution from the newly proposed probabilistic model.

    DOI: 10.2472/jsms.72.168

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  • Behaviors of rainfall infiltration and drainage characteristics of unsaturated soils under relatively high suction state Reviewed

    KITAOKA Takafumi, OHTSU Hiroyasu, NONAMI Satoshi, PIPATPONGSA Thirapong, MATSUMOTO Atsushi

    Japanese Geotechnical Journal   16 ( 1 )   35 - 47   2021

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    Authorship:Lead author, Corresponding author   Language:Japanese   Publishing type:Research paper (scientific journal)   Publisher:The Japanese Geotechnical Society  

    <p>In this study, behaviors of the volumetric water content and the soil suction due to rainfall infiltration and drainage characteristics under relatively high suction state were discussed through the macro-pores part and the matrix part separately based on the results of in-situ measurement made at the fill slope where macro-pores developed. As a result, despite the volume water content drops below the field capacity at the start of in-situ rainfall and the pore pressure is less than the corresponding values, the process of rainfall infiltration and drainage characteristics exhibited along the boundary drainage of the matrix flow at maximum field capacity corresponds to the scanning curve. In addition, even if the installation position of the measurement interval was about 0.4m in this slope, the extremely heterogeneous distributions in volumetric water content and pore pressure lead to a lack of synchronicity observed between the volumetric water content and the pore pressure when the macro-pore flow occurred. Therefore, the effect of the measurement interval should be considered when interpreting the measurement results.</p>

    DOI: 10.3208/jgs.16.35

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  • Applicability of machine learning for Evaluation of rock classification of mountain tunnel Reviewed

    北岡貴文, 増田千胤, 長谷川信介, 大津宏康

    岩の力学国内シンポジウム講演論文集(CD-ROM)   15th   103 - 107   2021

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  • INFLUENCE OF PREFERENTIAL FLOW DUE TO HETEROGENEOUS PORE DISTRIBUTION ON RAINFALL INFILTRATION AND DRAINAGE CHARACTERISTICS Reviewed

    OHTSU Hiroyasu, KITAOKA Takafumi, BABA Takaaki, YABE Mitsuru, SAKURAI Ken

    Journal of Japan Society of Civil Engineers, Ser. C (Geosphere Engineering)   76 ( 2 )   122 - 141   2020

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    Language:Japanese   Publisher:Japan Society of Civil Engineers  

    <p> In this study, based on the in-situ measurement results on the fill slope where macro-pores were developed, the influence of preferential flow due to heterogeneous pore distribution on rainfall infiltration and drainage characteristics was discussed. As a result, the following possibilities are shown.</p><p> First, in the slope where macro-pores have been developed, when pore-water pressure and volumetric water content increase rapidly due to rainfall, a preferential flow occurs as the permeability of soil containing macro-pores increases by several orders. And since the preferential flow forms a pseudo-saturated region in a short time, the pore-water pressure increased almost coincident with the rainfall peak due to the subsequent high-intensity rainfall. Accordingly, it is considered that since this pore-water pressure transmission occurs in a short time, the occurrence time of the shallow slope failure may be much faster than the result estimated by the conventional seepage flow analysis same as the past slope failure incidents.</p>

    DOI: 10.2208/jscejge.76.2_122

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  • Utilization of shallow ground data for understanding deep ground characteristic using machine learning Reviewed

    竹田智哉, 北岡貴文, PIPATPONGSA Thirapong, 大津宏康

    Kansai Geo-Symposium論文集(CD-ROM)   2020   2020

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  • Stress distribution in conical sand heaps at incipient failure under active and passive conditions Reviewed

    T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu

    International Journal of Solids and Structures   168   1 - 12   2019.8

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    Language:English   Publishing type:Research paper (scientific journal)   Publisher:PERGAMON-ELSEVIER SCIENCE LTD  

    DOI: 10.1016/j.ijsolstr.2018.04.001

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  • Applicability of Neural Network in Rock Classification of Mountain Tunnel Reviewed

    Nobusuke Hasegawa, Shingo Hasegawa, Takafumi Kitaoka, Hiroyasu Ohtsu

    MATERIALS TRANSACTIONS   60 ( 5 )   758 - 764   2019.5

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    Authorship:Corresponding author   Language:English   Publishing type:Research paper (scientific journal)   Publisher:JAPAN INST METALS & MATERIALS  

    DOI: 10.2320/matertrans.z-m2019809

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  • An Applicability of electrical prospecting for investigation on change of moisture retention during wetting and dry condition at shallow area of slopes Reviewed

    OHTSU Hiroyasu, KITAOKA Takafumi, BABA Takaaki, PIPATPONGSA Thirapong, ITO Shunichiro, AIZAWA Takao

    Japanese Geotechnical Journal   14 ( 3 )   241 - 252   2019

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    Language:Japanese   Publishing type:Research paper (scientific journal)   Publisher:The Japanese Geotechnical Society  

    <p>Under the situation that the frequency of rainfall-induced shallow landslide and debris flow, which may be attributed to climate change is increasing, the electrical prospecting has been applying for landslide risk assessment by focusing on fine particle distribution and soil water characteristic change of subsoil extensively. In this study, both the distribution of electric resistivity and the volumetric moisture content measured at the fill slope comprising weathered granite residual soil in Chiang Mai, Thailand were presented. Consequently, the comparison of electric resistivity and volumetric moisture content measured at the slope has revealed the characteristics on the significant change of electric resistivity during rainy season and dry season, which is limited to shallow area. Furthermore, based on findings obtained through this study, the applicability of electrical prospecting for landslide risk assessment for slopes at different geotechnical condition and different weather condition has been discussed.</p>

    DOI: 10.3208/jgs.14.241

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  • On the failure mechanisms of slope due to undercutting and reinforcement effects of slope stabilizing piles Reviewed

    MINAMIDE Kana, KUN Fang, PIPATPONGSA Thirapong, KITAOKA Takafumi, OHTSU Hiroyasu

    Japanese Geotechnical Journal   14 ( 1 )   31 - 41   2019

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    Language:Japanese   Publishing type:Research paper (scientific journal)   Publisher:The Japanese Geotechnical Society  

    <p>Slope failures occasionally happened due to unstable masses during excavation of the toe of undercut slopes or weakening basal support after backfilling process can cause delay in open-pit mining. As one of countermeasures against slope failure in mining stage, a temporary slope reinforcement with stabilizing piles which is delaying a slope failure are undertaken at Mae Moh lignite mine in Thailand. In order to improve the efficiency and safety in mining, alignment of stabilized piles for mitigating undercut slope failure remains a challenging to study. In this study, reinforcement effects and failure mechanisms were investigated using a series of physical model of undercut slope with different alignments of shear pins by image analysis. It was found that the basic characteristics of shear pins have effects on a critical width of undercut slope and triggering mechanisms of slope instability.</p>

    DOI: 10.3208/jgs.14.31

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  • Numerical investigation of arching effect in sand heap using an elastic model based on the method of isogeometric analysis Reviewed

    23   5p   2018.6

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  • A study on characteristics of fine particle distribution at cut slope and fill slope comprising weathered granite Reviewed

    Hiroyasu Ohtsu, Pipatpongsa Thirapong, Takafumi Kitaoka, Shunichiro Ito, Mitsuru Yabe, Suttisak Soralump

    Zairyo/Journal of the Society of Materials Science, Japan   67 ( 3 )   346 - 353   2018.3

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    DOI: 10.2472/jsms.67.346

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  • 山岳トンネルの地山評価におけるニューラルネットワークの適用性 (特集 岩石力学) Reviewed

    長谷川 信介, 長谷川 真吾, 北岡 貴文, 大津 宏康

    材料   67 ( 3 )   354 - 359   2018.1

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  • Failure of undercut slope due to groundwater seepage studied by physical models Reviewed

    K. Fang, K. Minamide, T. Pipatpongsa, T. Kitaoka, H. Ohtsu

    ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018   2018

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  • A study of the method of GALDIT for groundwater vulnerability assessment in the Bangkok metropolitan area Reviewed

    KITAOKA Takafumi, SHINJI Yoshihisa, PIPATPONGSA Thirapong, OHTSU Hiroyasu

    Japanese Geotechnical Journal   13 ( 1 )   27 - 40   2018

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    This study describes an assessment of the saltwater intrusion due to the change in groundwater flow caused by an increase in the piezometric head in Bangkok Metropolitan Area and decrease in the piezometric head in the suburban areas bordering Bangkok. Firstly, the data of the piezometric head using arc-GIS confirms the change in groundwater flow. In addition, there are reports of saltwater intrusion in the area. Furthermore, the groundwater vulnerability due to saltwater intrusion in the region is estimated using the GALDIT method. As a result, the high vulnerability areas can be located by the salt water intrusion due to the change in the groundwater flow.

    DOI: 10.3208/jgs.13.27

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  • Characteristics of fine particle distribution at cut slope and fill slope comprising weathered granite<sup>+</sup>1 Reviewed

    Hiroyasu Ohtsu, Thirapong Pipatpongsa, Takafumi Kitaoka, Shunichiro Ito, Mitsuru Yabe, Soralump Suttisak

    Materials Transactions   59 ( 11 )   1723 - 1730   2018

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    Language:English   Publishing type:Research paper (scientific journal)   Publisher:JAPAN INST METALS  

    DOI: 10.2320/matertrans.Z-M2018839

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  • NUMERICAL INVESTIGATION OF STRESS DIP IN EMBANKMENTS USING ELASTIC MODEL BASED ON ISOGEOMETRIC ANALYSIS METHOD Reviewed

    NGUYEN Tan, PIPATPONGSA Thirapong, KITAOKA Takafumi, OHTSU Hiroyasu

    Journal of Japan Society of Civil Engineers, Ser. A2 (Applied Mechanics (AM))   74 ( 2 )   I_349 - I_360   2018

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    The local minimum pressure in embankment initiated by the base deflection is revisited by an elastic model; whereby, the effect of elastic input parameters such as Young's modulus, Poisson's ratio, and basal roughness conditions on the pronounced local minimum pressure is also disclosed by mean of the elastic model. On the other hand, the characteristic of stress dip from the elastic solution was evaluated by comparing with that of an elasto-plastic solution. Finally, the effect of the geometric features such as the height of the embankment as well as the inclination angle of the slope on the pronounced local minimum pressure was also considered. The method of IsoGemetric Analysis (IGA) was implemented for discretizing the spatial domain instead of Finite Element Method; therefore, the superiority of IGA over FEM in terms of computational cost was also demonstrated.

    DOI: 10.2208/jscejam.74.I_349

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  • A study on field soil water characteristic curves measured at slopes comprising weathered granite residual soil in Thailand

    Hiroyasu Ohtsu, Takafumi Kitaoka, Mitsuru Yabe, Kenji Takahashi

    ISRM International Symposium - 10th Asian Rock Mechanics Symposium, ARMS 2018   2018

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  • Influence of the spatial variability of shear strength parameters on rainfall induced landslides: a case study of sandstone slope in Japan Reviewed

    Thanh Son Nguyen, Suched Likitlersuang, Hiroyasu Ohtsu, Takafumi Kitaoka

    ARABIAN JOURNAL OF GEOSCIENCES   10 ( 16 )   369   2017.8

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    DOI: 10.1007/s12517-017-3158-y

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  • 花崗岩の風化特性に着目した降雨に対する切土のり面の安定性に関する検討 Reviewed

    大津 宏康, 北岡 貴文, 野並 賢

    地盤工学ジャーナル   11 ( 1 )   103 - 114   2016.1

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    DOI: 10.3208/jgs.11.103

    J-GLOBAL

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  • A Simulation of Surface Runoff and Infiltration due to Torrential Rainfall Based on Field Monitoring Results at a Slope Comprising Weathered Granite Reviewed

    H. Ohtsu, H. Masuda, T. Kitaoka, K. Takahashi, M. Yabe, S. Soralump, Y. Maeda

    Geotechnical Engineering Journal of the SEAGS & AGSSEA   46 ( 1 )   12 - 21   2015.3

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  • タイ・チャオプラヤ川周辺における地下水環境問題に寄与する地下水モデル構築 Reviewed

    大津宏康, 北岡貴文, 袴田薫, 長谷川信介

    地下水地盤環境・防災・計測技術に関するシンポジウム2014-論文集   37 - 42   2014.11

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  • A 3D Model of Groundwater Analysis and Research of Groundwater Characterization Based on Field Measurement at Fushimi Region in Kyoto Basin Reviewed

    KITAOKA Takafumi, KUSUMI Harushige, TERADA Michinao, NAKAMURA Makoto, MASUDA Tokubei

    Journal of the Japan Society of Engineering Geology   54 ( 1 )   16 - 24   2013.1

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    The purpose of our research is chiefly to study on-site estimates of groundwater level measurements and analysis of shallow layer at Fushimi region. Fushimi region is located in the southern part of Kyoto city. Kyoto city has various traditional cultures and industries. One of them is the production of Japanese sake, for which Fushimi region is famous. The object area, which is 4 km2 and overcrowded with 50 wells, uses underground water. First, we measured the groundwater level at 27 monitoring wells. We analyzed the tendency about the groundwater level to change and also, there are factors that affect the fluctuation of water level in each layer. Next, we performed the 3D simulation of groundwater flow while using those data. As a result of our study, having arranged the bore data, we constructed an accurate stratum model necessary for analyzing. We are able to estimates the groundwater level at this area.

    DOI: 10.5110/jjseg.54.16

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  • 地下水を利用した環境共生型蓄熱システムの構築に関する浸透,圧密,熱移動のシミュレーション解析 Reviewed

    北岡 貴文, 楠見 晴重, 中村 慎

    地盤工学ジャーナル   8 ( 2 )   361 - 368   2013.1

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    Authorship:Lead author   Language:Japanese   Publishing type:Research paper (scientific journal)   Publisher:The Japanese Geotechnical Society  

    DOI: 10.3208/jgs.8.361

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  • 近接した複数の揚水井が存在する地域の3次元地下水シミュレーション解析 Reviewed

    北岡貴文, 楠見晴重, 寺田道直, 小谷修平

    地下水地盤環境に関するシンポジウム2012-巨大災害と地下水・地盤環境-東日本大震災を教訓として-発表論文集   11 - 18   2012.11

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  • Pumping simulations using 3D analysis on multi-pumping wells Reviewed

    T. Kitaoka, H. Kusumi, M. Nakamura

    HARMONISING ROCK ENGINEERING AND THE ENVIRONMENT   435 - 438   2012

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  • 京都盆地における複数の揚水井が地下水性状に及ぼす影響と3次元揚水シミュレーション解析 Reviewed

    北岡 貴文, 楠見 晴重, 中村 真

    地盤工学ジャーナル   6 ( 2 )   371 - 381   2011.6

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  • 3D Seepage Flow Analysis Using FEM to Examine the Effects on Underground Water Levels of Subterranean Construction in Kyoto -City, Japan Reviewed

    Takafumi Kitaoka

    83 - 88   2010.11

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Books

  • 新関西地盤2025 -三川合流部から淀川上流地域-

    ( Role: Contributor)

    2025 

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  • Estimation of soil parameters by ANN and FT-Transformer with geomaterial tests Invited Reviewed

    北岡貴文

    地盤工学会誌(Web)   74 ( 1 )   2026

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  • Digitalization of tactile sensation in geotechnical engineering and its potential application to AI Reviewed

    北岡貴文, 立原奈実, 山上順民, 村田真孝

    地盤工学会誌(Web)   73 ( 9 )   2025

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  • AI App development and gamification using a geotechnical database Invited Reviewed

    北岡貴文, 能勢和哉, 奥田雅隆

    地盤工学会誌(Web)   73 ( 2 )   2025

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  • 基礎工におけるAIの活用 地盤工学分野におけるAI技法 Invited Reviewed

    北岡貴文

    基礎工   53 ( 10 )   2025

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  • 生成系AIとの付き合い方 生成AIの活用による有益性 Invited Reviewed

    北岡貴文

    地質と調査   ( 2 )   2025

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  • Taking the first step towards utilizing generative AI in geotechnical engineering Reviewed

    北岡貴文, 大崎ゆい, 小山倫史

    地盤工学会誌(Web)   72 ( 6 )   2024

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  • A preliminary study on the utilization of multi-modal AI in geotechnical engineering Reviewed

    北岡貴文, 西山大翔, 坂井一雄, 小山倫史

    地盤工学会誌(Web)   72 ( 7 )   2024

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  • Deep Learning (Image Data) Invited Reviewed

    北岡貴文, 淡路動太, 奥澤康一, 古木宏和, 峯啓一郎, 小山倫史

    地盤工学会誌(Web)   72 ( 5 )   2024

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    J-GLOBAL

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  • ATTEMPT AT QUANTIFICATION BY TEXT MINING USING DESCRIPTIVE INFORMATION OF TUNNEL FACE EVALUATION Reviewed

    北岡貴文, 陳光賢, 宮永隼太郎, 坂井一雄, 小山倫史

    岩盤力学に関するシンポジウム講演集(Web)   49th   2023

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  • A Study on the Skill Level of Rock Specimen Judgment by CNN Invited Reviewed

    北岡貴文, 山本雄平, 幸地夏樹, 辻野裕之, 楠見晴重

    地盤工学会誌(Web)   70 ( 7 )   2022

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    J-GLOBAL

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  • Geophysical data and Geological information for evaluation of rock mass classifications of mountain tunnel by ANN Invited Reviewed

    北岡貴文, 澤崎仁, 長谷川信介, 大津宏康

    地盤工学会誌(Web)   70 ( 5 )   2022

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    J-GLOBAL

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  • OPTIMIZATION OF ANN HYPERPARAMETERS USING OPTUNA FOR TUNNEL FACE EVALUATION IN MOUNTAIN TUNNELING Reviewed

    關太博, 北岡貴文, 坂井一雄, 宮永隼太郎

    岩盤力学に関するシンポジウム講演集(Web)   51st   2025

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  • A Study on Probabilistic Model and Its Application to Irregular Deterioration of Pumping Wells Reviewed

    溝口浩平, 河原宏紀, 兼清泰明, 北岡貴文

    地盤工学シンポジウム論文集(Web)   64th   2024

  • CONSIDERATIONS ON SELECTION OF DATA FOR ESTIMATION OF SUPPORT PATTERNS BY MACHINE LEARNING Reviewed

    阿久津毅, 北岡貴文, 坂井一雄, 宮永隼太郎

    岩盤力学に関するシンポジウム講演集(Web)   50th   2024

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  • A PRELIMINARY STUDY ON THE DIGITIZATION OF TACTILE SENSATIONS USING ROCK SPECIMENS Reviewed

    北岡貴文, 松永響, 藤野千代

    岩盤力学に関するシンポジウム講演集(Web)   50th   2024

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  • Natural language processing and text mining Reviewed

    小山倫史, 戸邉勇人, 坂井一雄, 北岡貴文

    地盤工学会誌(Web)   72 ( 9 )   2024

  • Deep learning (time series data)

    伊藤真一, 平岡伸隆, 三木拓也, 北岡貴文

    地盤工学会誌(Web)   72 ( 7 )   2024

  • Support Vector Machine & Decision Tree

    宮崎祐輔, 磯部公一, 丸山喜久, 崎田晃基, 北岡貴文

    地盤工学会誌(Web)   72 ( 4 )   2024

  • ATTEMPT AT ESTIMATION OF THE AMOUNT OF EXPLOSIVE CHARGE FOR A MOUNTAIN TUNNEL THROUGH ANN USING CP JUMBO DATA Reviewed

    阿久津毅, 北岡貴文, 坂井一雄, 宮永隼太郎

    岩盤力学に関するシンポジウム講演集(Web)   49th   2023

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  • TUNNEL FACE STABILITY EVALUATION METHOD BY MEANS OF ANN WITH MEASUREMENT WHILE DRILLING DATA Reviewed

    宮永隼太郎, 山上順民, 坂井一雄, 北岡貴文

    岩盤力学に関するシンポジウム講演集(Web)   49th   2023

  • 動画クリエイターによるマネジメント教育への考察

    新矢 拓海, 北岡 貴文

    第26回先端科学技術シンポジウム   2022.1

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  • Resistivity monitoring of rainfall penetration into a slope under short-term heavy rains Reviewed

    長谷川信介, 矢部満, 大津宏康, 北岡貴文

    地盤工学会誌(Web)   69 ( 2 )   30 - 31   2021

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  • EVALUATION OF ROCK CLASSIFICATION IN MOUNTAIN TUNNEL CATEGORIZED INTO SEDIMENTARY ROCK AND IGNEOUS ROCK BY USING NEURAL NETWORK Reviewed

    増田千胤, 北岡貴文, 長谷川信介, 大津宏康

    岩盤力学に関するシンポジウム講演集(Web)   47th   2020

  • 3次元ジオストレス感知器における内部構造の検討

    間宮基貴, 白石啓太, ピパットポンサー ティラポン, 北岡貴文, 大津宏康

    岩盤力学に関するシンポジウム講演集(Web)   47th   2020

  • 多層ニューラルネットワークを用いた山岳トンネルにおける地山評価の検討 Reviewed

    土谷陽太郎, 北岡貴文, 長谷川信介, 大津宏康

    第46回岩盤力学に関するシンポジウム講演論文集   214 - 218   2019.1

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  • 感圧導電性粒子を用いた2次元主応力方向の測定原理の考察 Reviewed

    白石啓太, P. Thirapong, 肥後陽介, 北岡貴文, 大津宏康

    第46回岩盤力学に関するシンポジウム講演論文集   298 - 303   2019.1

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  • 沈下の影響を受けた盛土内の液状化に関する動的模型実験

    権代知輝, P. Thirapong, 北岡貴文, 大津宏康

    第15回日本地震工学シンポジウム   1954 - 1963   2018.12

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  • AN INVESTIGATION ON CHARACTERISTICS OF MOISTURE INFILTRATION AND RETENTION IN WEATHERED GRANITE RESIDUAL SOIL BY SIMPLIFIED FIELD INJECTION TEST Reviewed

    45   137 - 142   2018.1

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    CiNii Books

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  • Preliminary tests for evaluating suitability of materials used in centrifuge modeling of slopes

    45   149 - 154   2018.1

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    CiNii Books

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  • 掘削途中の斜面における表面移動速度の逆数を用いた斜面崩壊予測手法について Reviewed

    南出 奏, ピパットポンサー ティラポン, 北岡 貴文, 大津 宏康

    第45回岩盤力学に関するシンポジウム講演論文集 Proceedings of the Symposium on Rock Mechanics   185 - 189   2018.1

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  • A study of the method of GALDIT in the Bangkok metropolitan area

    Takafumi Kitaoka

    Proceedings of EIT-JGCA Joint International Symposium on Scope of Engineering Geology under Climate Change 2017   2017.8

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  • A Study an electrode layout of electrical prospecting at a fill slope in Chiang Mai, Thailand

    Takafumi Kitaoka

    Proceedings of EIT-JSCE Joint International Symposium on Geotechnical Engineering for the Establishment of Resilient Society to Natural/Man-Made Disasters 2016   2016.8

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  • A STUDY ON MAINTENACE OF GROUND ANCHORS WITH EXCESSIVE TENSILE FORCE BASED ON RESULTS OF LIFT-OFF TESTING METHOD Reviewed

    44   28 - 33   2016.1

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    CiNii Books

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  • STUDY ABOUT MOUNTAINGEOLOGY USING ARTIFICIAL NEURAL NETWORK TAKING MOUNTAIN CONSTRUCTION PROJECTS AS EXAMPLES Reviewed

    44   200 - 204   2016.1

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  • A STUDY OF REDUCTION IN INFILTRATION CAPACITY CAUSED BY RAINFALL BASED ON THE RESULT OF FIELD TEST Reviewed

    44   34 - 39   2016.1

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  • Stress distribution in elastic embankment using isogeometric analysis under Bézier extraction Reviewed

    Nguyen Tan, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu

    Japanese Geotechnical Society Special Publication   4 ( 4 )   78 - 83   2016

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    <p>This study expects to demonstrate that a) basal deformation and roughness have influence on stress distribution within embankments and b) implementing of Bézier Extraction in IsoGeometric Analysis (IGA) substantially improves the numerical robustness. Two-dimensional elastic solutions of embankment to which the prescribed basal deformation of either subsidence or uplift and different condition of either fully rough or fully smooth base has given were compared and discussed, focusing on the variation of pressure profiles. The numerical results obtained from IGA were validated with those of finite element method (FEM), revealing that the performance of IGA under Bézier extraction is superior to FEM by achieving the lower computational resources necessary to obtain the same accuracy.</p>

    DOI: 10.3208/jgssp.v04.j17

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  • Effect of shear pin arrangement in undercut slope model using pencil leads Reviewed

    Fang Kun, Minamide Kana, Pipatpongsa Thirapong, Kitaoka Takafumi, Ohtsu Hiroyasu

    Japanese Geotechnical Society Special Publication   4 ( 3 )   54 - 59   2016

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    <p>In order to increase the maximum width to which the slope can be undercut, slope stabilization shear pins is required. In this study, two layout patterns of pencil leads, 2 mm in diameter, were placed into physical models of undercut slope made of a confined block of humid silica sand No.6 resting a Teflon plate. The soil pressure and slope movement during which the slope was undercut from the center line until reaching the failure were monitored by a set of pressure gauges, digital camera and high-speed VDO camera. The experimental results revealed that for a given similar number of pencil leads, the layout in vertical row has a higher influence on the stability than that in horizontal row. </p>

    DOI: 10.3208/jgssp.v04.j23

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  • Analysis about decrease in performance of pumping wells in water source and consideration of optimum management plan about the maintenance

    Takafumi Kitaoka

    , Proceedings of EIT-JSCE Joint International Symposium on International Human Resource Development for Disaster-Resilient Countries 2015   62 ( 65 )   2015.9

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  • 1次元タンクモデルを用いた集中豪雨時の斜面表層部における降雨流出浸透特性に関する研究 Reviewed

    大津宏康, 北岡貴文, 高橋健二, 矢部満, 奥岡莞司

    第43回岩盤力学に関するシンポジウム講演集   152 - 157   2014.12

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  • Groundwater of a natural blessing which continued supporting the tradition of Kyoto

    T. Kitaoka

    Proceedings of EIT-JSCE Joint International Symposium on Human Resource Development for Disaster-Resilient Countries 2014   28   2014.8

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  • Studying the effects on groundwater levels and water qualities of a new subterranean construction using a 3D management model for groundwater in Japan

    T. Kitaoka, H. Kusumi, M. Terada, S. Kotani

    Proceedings of EIT-JSCE Joint International Symposium on International Human Resource Development for Disaster-Resilient Countries 2012   2012.9

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  • 3D simulation analysis of groundwater seepage flow and thermal movement for energy conservation related with aquifer thermal energy storage

    T. Kitaoka, S. Kotani, M. Terada, H. Kusumi

    Proceedings of 7TH International Symposium in Science and Technology   264   2012.8

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  • 3D model of groundwater diffusion analysis and research of groundwater characterization based on field measurement in Kyoto basin

    T. Kitaoka, H. Kusumi

    Proceedings of the 15th International Symposium on Recent Advances in Exploration Geophysics in Kyoto   19 - 24   2011.11

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  • 3D simulation of groundwater advection and diffusion in Kyoto basin

    T. Kitaoka, M. Nakamura, H. Kusumi

    Proceedings of International Symposium in Science and Technology at Kansai University 2011   280   2011.8

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  • Establishing a 3D model of groundwater advection and diffusion at Fushimi ward in Kyoto basin

    T. Kitaoka, M. Nakamura, H. Kusumi

    Proceedings of EIT-Japan Symposium 2011 on Human Security Engineering   280   2011.8

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  • Examining the effects on underground water levels of a subterranean construction using a 3D management model for underground water in Kyoto-City Japan

    Takafumi Kitaoka

    Proceedings of EIT-JSCE Symposium on Engineering for Geo-Hazards   2010.9

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  • 3D Seepage Flow Analysis using FEM to Examine the Effects on Underground Water Levels of Subterranean Construction in Kyoto-City

    Takafumi Kitaoka

    Proceedings of the Fifth International Symposium in Science and Technology at Cheng Shiu University 2010   113 - 118   2010.8

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  • Establishing the 3D model of Ground Water advection and diffusion at southern Kyoto basin Reviewed

    Takafumi Kitaoka

    71 - 78   2009.12

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  • Establishing the semi 3D model of Ground Water advection and diffusion in the southern part of Kyoto basin

    Takafumi Kitaoka

    Proceedings of International Symposium in Science and Technology at Kansai University 2009   2009.9

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  • Establishing the 3D model of the underground water management system at southern Kyoto-city

    Takafumi Kitaoka

    Proceedings of EIT-JSCE Joint International Symposium 2009   2009.9

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  • 2D Simulation of Advection Diffusion on Ground Water Flow on Joyo city in Kyoto

    Takafumi Kitaoka

    Proceedings of EIT-JSCE Joint International Symposium   132 - 135   2008.9

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Presentations

  • 地盤技術者のための生成AI活用入門― 活用事例・注意点・今後の展望― Invited

    北岡貴文

    第91回京都地盤研究会  2026.7 

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  • 生成AIで何ができるのか?― 地盤分野における活用とAIエージェントの違い ― Invited

    北岡貴文

    京都地盤研究会特別勉強会  2026.5 

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  • 地質リスク低減に向けたAI 活用へのアイデアの紹介 Invited

    北岡貴文

    実務・最近の話題に関するセミナー第2 回(BIM/CIMとAI)  2023.10 

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  • 地盤工学におけるAIの新時代と生成AIの探究 Invited

    北岡貴文

    計測技術シンポジウム~新時代をリードする技術とその可能性~  2023.10 

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  • 地盤工学分野における生成AIとテキストマイニング活用法への一考察 Invited

    北岡貴文

    第36回滋賀地盤講演会  2023.9 

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  • テキストマイニングから読み解く調査~設計~施工への地質情報の伝達方法の提案 Invited

    北岡貴文

    「地盤調査・探査手法の最前線および地質情報のDX による連携」講演会  2023.7 

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  • 道路土工構造物における地下流水音探査を用いた点検に関する考察

    北岡 貴文

    第56回地盤工学研究発表会|公益社団法人  2021.7 

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    Event date: 2021.7

    Presentation type:Oral presentation (general)  

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  • 地盤の幾何学的不確実性に着目した地質リスクに関する研究

    平川翔也, 北岡貴文, ピパットポンサー ティラポン, 大津宏康

    土木学会年次学術講演会講演概要集(CD-ROM)  2020 

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  • ニューラルネットワークによる基礎の支持層推定手法の検討

    竹田智哉, 北岡貴文, ピパットポンサー ティラポン, 大津宏康

    土木学会年次学術講演会講演概要集(CD-ROM)  2020 

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  • 風化花崗岩盛土斜面における降雨浸透特性に関する基礎的研究

    松本敦史, 北岡貴文, 大津宏康

    土木学会関西支部年次学術講演会講演概要集(Web)  2020 

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  • Dynamic model tests on the effects of asymmetry groundwater table on liquefaction of embankment resting on soft ground.

    土田翔蔵, 権代知輝, PIPATPONGSA Thirapong, 北岡貴文, 大津宏康

    地盤工学研究発表会発表講演集(Web)  2020 

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  • 軟弱地盤上の盛土におけるアーチ作用と動的挙動

    ピパットポンサー ティラポン, 権代知輝, 村井佑次, 北岡貴文, 大津宏康

    土木学会年次学術講演会講演概要集(CD-ROM)  2020 

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  • 山岳トンネルの切羽評価における観察簿記事データのAI活用

    北岡貴文

    2026.9 

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  • Discussion on training data quality for a multi modal ML model

    2025.9 

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  • AIエージェントによる地盤情報データベースへの言語モデル活用法の一提案

    北岡貴文

    2025.7 

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  • CNNによる岩石標本分類に関する一考察 Invited

    北岡 貴文

    第7回 AI×地盤工学マンスリーセミナー  2021.10 

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  • 山岳トンネルの地山評価におけるANNの適用性の考察 Invited

    北岡 貴文

    第2回 AI×地盤工学マンスリーセミナー  2021.5 

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  • KWAを用いた盛土斜面における降雨浸透特性に関する研究

    北岡貴文, 吉田伊織, ピパットポンサーティラポン, 大津宏康

    第54回地盤工学研究発表会  2019.7 

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  • 地震履歴による軟弱地盤上の砂質盛土の液状化抵抗の変化に関する遠心模型型実験

    権代知輝, ピパットポンサー・ティラポン, 北岡貴文, 大津宏康

    第54回地盤工学研究発表会  2019.7 

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  • 原位置計測結果を用いた降雨特性についての検討

    吉田伊織, 大津宏康, 北岡貴文

    土木学会関西支部年次学術講演会  2019.5 

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  • Numerical stress analysis of an incipient failure unsymmetrical sand heap under active condition

    2019.5 

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  • 3Dプリンターで製造したジオストレス感知器の試作開発

    間宮基貴, 白石啓太, P. Thirapong, 北岡貴文, 大津宏康

    土木学会関西支部年次学術講演会  2019.5 

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  • 盛土底部における余震発生に伴う地盤の再液状化に関する実験的研究

    村井裕次, 権代知輝, P. Thirapong, 北岡貴文, 大津宏康

    土木学会関西支部年次学術講演会  2019.5 

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  • A study on field soil water characteristic curves measured at slopes comprising weathered granite residual soil in Thailand International conference

    Takafumi Kitaoka

    Proceedings of 10th Asian Rock Mechanics Symposium The ISRM International Symposium for 2018  2018.10 

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  • ステンレス鋼球の電気抵抗と圧縮応力の特性に関する基礎的研究

    白石啓太, P. Thirapong, 北岡貴文, 大津宏康

    第53回地盤工学研究発表会  2018.7 

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  • 土壌雨量指数に着目した間隙圧推定手法と各降雨指標の比較検討

    北岡貴文, 前川竜兵, P. Thirapong, 大津宏康

    第53回地盤工学研究発表会  2018.7 

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  • 基礎地盤の沈下の影響を受けた盛土の液状化に関する動的模型実験

    権代知輝, P. Thirapong, 北岡貴文, 大津宏康

    第53回地盤工学研究発表会  2018.7 

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  • タンクモデルを用いた間隙圧推定に関する研究

    前川竜平, 北岡貴文, 大津宏康

    土木学会関西支部年次学術講演会  2018.5 

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  • バンコク周辺地域における地層の不連続性の検討

    増田千胤, 北岡貴文, P. Thirapong, 大津宏康

    土木学会関西支部年次学術講演会  2018.5 

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  • 表面移動速度の逆数を用いた法尻掘削斜面における斜面崩壊予測手法の検討

    南出奏,P. Thirapong,北岡貴文,大津宏康

    第52回地盤工学研究発表会  2017.7 

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  • バンコク首都圏における広域地下水流動および地下水水質分析に関する検討

    北岡貴文, 太田慎吾, S. Cheema, P. Thirapong, 大津宏康

    第52回地盤工学研究発表会  2017.7 

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  • 載荷重下における斜面の底部破壊に関する模型実験

    堃方, 加納武司, P. Thirapong, 北岡貴文, 大津宏康

    第52回地盤工学研究発表会  2017.7 

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  • 傾斜面に沿った横抵抗を受けた土塊の滑り条件

    加納武司, 堃方, P. Thirapong, 北岡貴文, 大津宏康

    第52回地盤工学研究発表会  2017.7 

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  • 体積変化を考慮した水分保持特性に関する研究

    馬場隆聡, 大津宏康, 北岡貴文

    土木学会関西支部年次学術講演会  2017.5 

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  • タイ・バンコクにおける地下水流動および水質形成過程に関する研究

    土谷陽太郎, 新治義久, 北岡貴文, 大津宏康, T. Pipatpongsa

    土木学会関西支部年次学術講演会  2017.5 

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  • 京都府伏見地域における3次元地下水揚水シミュレーション解析

    2015.5 

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  • バンコク周辺地域における地下水塩水化と重金属汚染に関する研究

    新治義久, 大津宏康, 北岡貴文

    土木学会関西支部年次学術講演会  2015.5 

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  • バンコク周辺地域における地下水塩水化と重金属汚染に関する研究

    新治義久

    土木学会関西支部年次学術講演会  2015.5 

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  • ニューラルネットワークを用いた山岳トンネル事前建設コストの推定の適応性に関する研究

    長谷川真吾, 大津宏康, 北岡貴文

    土木学会関西支部年次学術講演会  2015.5 

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  • 豪雨時の透水性の高い斜面表層における降雨流出浸透特性に関する研究

    磯部直哉, 大津宏康, 北岡貴文

    土木学会関西支部年次学術講演会  2015.5 

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  • リフトオフ試験結果に基づくグラウンドアンカーの損傷分類に関する研究

    岡井直樹,大津宏康,北岡貴文

    土木学会関西支部年次学術講演会  2015.5 

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  • Pumping simulation using 3D analysis on an aging well

    T. Kitaoka, H. Kusumi, Y. Ohnishi

    Proceedings of 2014 ISRM International Symposium -8th Asian Rock Mechanics Symposium-  2014.10 

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  • Pumping simulations using 3D analysis on multi-pumping wells

    T. Kitaoka, H. Kusumi, M. Nakamura

    Proceedings of the 12th ISRM International Congress on Rock Mechanics  2011.11 

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  • 京都盆地における複数の揚水井が地下水性状に及ぼす影響と3次元揚水シミュレーション解析

    北岡貴文, 楠見治重, 中村真

    第46回地盤工学研究発表会  2011.7 

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  • 京都府南山城地方における3次元揚水シミュレーション解析

    小谷修平, 楠見晴重, 中村真, 北岡貴文

    土木学会関西支部年次学術講演会  2011.5 

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  • Semi 3D simulation of ground water advection and diffusion for alluvial layer in part of Kyoto basin Invited International conference

    T. Kitaoka, H. Kusumi, I. Kusaka

    Proceedings of Prediction and Simulation Methods for Geohazard Mitigation  2009.5 

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  • 城陽市域における地下水汚染の2次元移流・拡散シミュレーション解析

    北岡貴文, 楠見治重, 日下部郁恵

    土木学会関西支部年次学術講演会  2008.5 

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Awards

  • 優秀講演者賞(第80回年次学術講演会)

    2025.9   公益社団法人 土木学会   マルチモーダル機械学習モデルのための訓練データの質に関する一考察

    北岡貴文, 黒田仁, 坂井一雄, 宮永隼太郎

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  • AI・DX特別賞(25年度)

    2025.8   公益社団法人 土木学会 構造工学委員会 AI・データサイエンス論文集編集小委員会   生成AIを活用した山岳トンネル切羽評価AIのクラス不均衡対応手法の検討

    關太博, 北岡貴文, 坂井一雄, 宮永隼太郎

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  • 令和4年度地盤工学貢献賞

    2023.3   公益社団法人 地盤工学会  

    地盤工学におけるICT活用促進に関する研究委員会, 小林泰三委員長, 鍋島康之副委員長, 北岡貴文幹事

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  • Award

    2021.8   Fundamental study of slope inspection methods using groundwater sound survey

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  • 優秀論文発表者賞

    2019.7   JGS   Dynamic model tests on liquefaction potential of sandy embankment resting on soft ground with a variety of seismic history

    Tomoki Gondai

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  • 優秀発表賞

    2019.5   JSCE   3Dプリンターで製造したジオストレス感知器の試作開発

    Tomoki Mamiya

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  • 優秀論文発表者賞

    2018.7   JGS   Effect of groundwater seepage in undercut slope centrifugal model

    Kun Fang

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  • 優秀論文発表者

    2018.7   JGS   Fundamental study on characteristics of electrical resistance and compressive stress in stainless steel balls

    Keita Shiraishi

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  • The Best Presenter Award

    2012.9   EIT-JSCE   Studying the effects on groundwater levels and water qualities of a new subterranean construction using a 3D management model for groundwater in Japan

    Takafumi Kitaoka

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  • The Best Presenter Award

    2011.8   EIT-JSCE   Establishing a 3D model of groundwater advection and diffusion at Fushimi ward in Kyoto basin

    Takafumi Kitaoka

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  • The Best Presenter Award

    2010.9   EIT-JSCE   Examining the effects on underground water levels of a subterranean construction using a 3D management model for underground water in Kyoto-City Japan

    Takafumi Kitaoka

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  • The Best Presenter Award

    2009.9   EIT-JSCE   Establishing the 3D model of the underground water management system at southern Kyoto-city

    Takafumi Kitaoka

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Research Projects

  • 岩石の触覚情報に基づく判定メカニズムの解明

    Grant number:24K07669  2024.4 - 2028.3

    日本学術振興会  科学研究費助成事業  基盤研究(C)

    北岡 貴文

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    Grant amount:\4550000 ( Direct Cost: \3500000 、 Indirect Cost:\1050000 )

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  • 山岳トンネルの各種施工データを活用したマルチモーダルAIによる切羽評価手法の研究

    2024.4 - 2025.3

    受託研究 

    北岡貴文

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  • 削孔データと切羽画像を活用したAI切羽評価手法の構築

    2023.4 - 2024.3

    受託研究 

    北岡貴文

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  • 山岳トンネル掘削時の機械データを活用した地山評価手法の構築

    2022.4 - 2023.3

    受託研究 

    北岡貴文

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  • 土木構造物の維持管理の合理化に関する研究

    2020.8 - 2021.3

    2020年度 近畿建設協会研究助成 

    北岡 貴文

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  • バンコク堆積平野をパイロットサイトとした長周期地震早期警報のための国際共同研究

    2019.4 - 2021.3

    文部科学省  「研究大学強化促進事業」補助金(国際型) 

    清野純史

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    Grant type:Competitive

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  • インドシナ地域における応力履歴を考慮した土砂災害早期警戒体制立案に関する調査研究

    2017.4 - 2019.3

    文部科学省  科学研究費補助金 基盤研究(B)(海外学術調査) 

    大津宏康

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    Grant type:Competitive

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Teaching Experience

  • Japanese Science and Technology

    2026.1 - Present Institution:Kansai University

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  • Advanced Constructional Management

    2025.9 - Present Institution:Kansai University

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  • 都市システム工学セミナー

    2022.10 - Present Institution:関西大学

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  • アセットマネジメント

    2020.9 - Present Institution:関西大学

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  • デザイン実習

    2020.9 - Present Institution:関西大学

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  • 建設マネジメント特論

    2020.4 - Present Institution:関西大学

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  • 測量学

    2020.4 - Present Institution:関西大学

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  • プロジェクトマネジメント

    2020.4 - Present Institution:関西大学

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  • 測量学実習

    2020.4 - Present Institution:関西大学

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  • 特別研究(プロジェクトマネジメント研究室)

    2020.4 - Present Institution:関西大学

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  • 地盤設計学

    2025.9 - 2025.10 Institution:関西大学

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  • 都市インフラ設計実習

    2022.9 - 2025.3 Institution:関西大学

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  • 基礎プログラミング実習

    2021.4 - 2021.9 Institution:Kansai University

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  • 建設マネジメント

    2020.9 - 2022.3 Institution:関西大学

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  • 物理学実験

    2016.9 - 2018.3 Institution:京都大学

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  • Practice of Basic Informatics

    2016.4 - 2019.9 Institution:京都大学

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  • キャップストーンプロジェクト

    2015.4 - 2017.3 Institution:京都大学大学院

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  • 地球の科学

    2014.9 - 2016.9 Institution:関西大学

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  • 地学実験

    2014.8 - 2019.8 Institution:関西大学

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  • 土質実験

    2014.4 - 2019.9 Institution:京都大学

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Social Activities

  • 【ファシリテーター】グローバル土木技術者ワークショップ「The Role of Civil Engineering in Achieving the SDGs(土木技術者が知るべきSDGsとは)」

    Role(s): Presenter

    土木学会 国際センター・留学生グループ  2024.9

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    Type:Seminar, workshop

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  • 【ファシリテーター】グローバル土木技術者ワークショップ「The Role of Civil Engineering in Achieving the SDGs」

    Role(s): Presenter

    土木学会 国際センター・留学生グループ  2023.9

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    Type:Seminar, workshop

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  • 【ファシリテーター】国際若手技術者ワークショップ「Future Civil Engineering with AI and DX(AIとDXがもたらす土木工学の未来と課題解決)」

    Role(s): Presenter

    土木学会 国際センター・留学生グループ  2022.9

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    Type:Seminar, workshop

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  • 2021年度 中大連携プログラム

    Role(s): Lecturer

    関西大学北陽中学校・関西大学  理工系研究室体験プログラム  2021.9

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    Type:Visiting lecture

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Academic Activities

  • Intelligence, Informatics and Infrastructure

    Role(s): Panel moderator, session chair, etc., Peer review

    2024 - Present

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    Type:Peer review 

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  • AI・データサイエンス論文集

    Role(s): Panel moderator, session chair, etc., Peer review

    公益社団法人 土木学会 構造工学委員会 AI・データサイエンス論文集編集小委員会  2022 - Present

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    Type:Peer review 

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  • 土木学会年次学術講演会

    Role(s): Panel moderator, session chair, etc.

    公益社団法人 土木学会  2021 - Present

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    Type:Competition, symposium, etc. 

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  • 土木学会論文集

    Role(s): Peer review

    公益社団法人 土木学会  2021 - Present

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    Type:Peer review 

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  • 岩盤力学に関するシンポジウム

    Role(s): Peer review

    公益社団法人 土木学会 岩盤力学委員会  2020 - Present

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    Type:Peer review 

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  • 地盤工学ジャーナル

    Role(s): Peer review

    公益社団法人 地盤工学会  2020 - Present

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    Type:Peer review 

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  • Kansai Geo-Symposium

    Role(s): Panel moderator, session chair, etc., Peer review

    2020 - Present

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    Type:Peer review 

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