NGUYEN TAN
EDUCATION
Kyoto University, Japan
PhD, Geotechnical Engineering, Urban Management (2018)
Dissertation: Load transfer mechanisms and seismic stability of embankments subjected to basal subsidence
Ho Chi Minh University of Technology (HCMUT)
M.Eng (Research-based program), Geotechnical Engineering (2014)
Thesis: Approach to bearing capacity problem by limit analysis solution integrated IsoGeometric Analysis (IGA) method and second-order cone programming (SOCP)
Ho Chi Minh University of Technology (HCMUT)
BS (honor program), Civil & industrial Structures, Faculty of Civil Engineering (2012)
GRANTS AND AWARDS
University-level Project:
[1] Project title: Principal investigator for the project "Study of ultimate load capacity of large cross-section bored piles based on O-cell load test results" (Code: FOSTECT.2022.06).
[2] Project title: Principal investigator for the project " Study on the Bearing Capacity of Shallow Foundations Using Isogeometric Analysis and Machine Learning" (Code: FOSTECT.2024.12).
National Level Project (Nafosted Fund):
[1] Project title: "Development of numerical solutions for axial load capacity calculation of pre-stressed high-strength concrete piles using drilling and axial pressing methods." (Code: NCUD.02-2022.08).
PhD full scholarship at Kyoto University
AUN/SEED-net project, JICA
Silver medal award for high-ranking graduate
Ho Chi Minh University of Technology (HCMUT)
TEACHING EXPERIENCE
Ton Duc Thang University, Faculty of Civil Engineering, Department of Civil Engineering (Nov 2018-Present)
Soil Mechanics
Foundation Engineering
Ground Engineering
IT in structural design
Main supervisor of bachelor thesis
Advance foundation engineering (graduate course)
Advance soil mechanics (graduate course)
Soil excavation/Retaining wall (graduate course)
Main supervisor of mater thesis
Main supervisor of doctoral dissertation.
Ho Chi Minh city University of Transport, Department of Structural Engineering (Oct 2013-Oct 2015)
Reinforced Concrete Structure 1, 2
Design project of reinforced concrete structures 1, 2
Main supervisor of bachelor thesis
Applying computer in design of structure (SAP, ETABS)
University of Transport and Communication at campus II (Nov.2012 - June 2013)
Teaching assistant, Subordinate supervisor of bachelor thesis
Training of teaching skills at University of Transport and Communication, Hanoi (3 months)
INTERNATIONAL JOURNAL
List of ISI Papers (Updated on July 23, 2024)
[1] Nguyen, T., Pipatpongsa, T., Kitaoka, T. and Ohtsu, H., 2019. Stress distribution in conical sand heaps at incipient failure under active and passive conditions. International Journal of Solids and Structures, 168, pp.1-12.
[2] Wanjala, S.C., Pipatpongsa, T. and Nguyen, T., 2020. Experimental realization of incipient active failure in sand heap by seismic loading. Granular Matter, 22, pp.1-16.
[3] Nguyen, T. and Pipatpongsa, T., 2020. Plastic behaviors of asymmetric prismatic sand heaps on the verge of failure. Mechanics of Materials, 151, p.103624.
[4] Nguyen, T. and Tran, L.V., 2021. Arching effect in sand piles under base deflection using geometrically non-linear isogeometric analysis. Geomechanics and Engineering, 26(4), pp.369-384.
[5] Huynh, V.H., Nguyen, T., Nguyen, D.P., Nguyen, T.S. and Nguyen, T.C., 2022. A novel direct SPT method to accurately estimate ultimate axial bearing capacity of bored PHC nodular piles with 81 case studies in Vietnam. Soils and Foundations, 62(4), p.101163.
[6] Nguyen, T., 2022. Passive earth pressures with sloping backfill based on a statically admissible stress field. Computers and Geotechnics, 149, p.104857.
[7] Nguyen, T., Ly, K.D., Nguyen-Thoi, T., Nguyen, B.P. and Doan, N.P., 2022. Prediction of axial load bearing capacity of PHC nodular pile using Bayesian regularization artificial neural network. Soils and Foundations, 62(5), p.101203.
[8] Nguyen, T., Truong, T.T., Nguyen-Thoi, T., Bui, L.V.H. and Nguyen, T.H., 2022, December. Evaluation of residual flexural strength of corroded reinforced concrete beams using convolutional long short-term memory neural networks. In Structures (Vol. 46, pp. 899-912). Elsevier.
[9] Nguyen, T., 2023. An exact solution of active earth pressures based on a statically admissible stress field. Computers and Geotechnics, 153, p.105066.
[10] Nguyen, T., 2023. Statically admissible stress fields in conical sand valleys and heaps: a validation of Haar–von Kármán hypothesis. International Journal of Geomechanics, 23(2), p.04022286.
[11] Nguyen, T.H., Nguyen, T., Truong, T.T., Doan, D.T.V. and Tran, D.H., 2023, May. Corrosion effect on bond behavior between rebar and concrete using Bayesian regularized feed-forward neural network. In Structures (Vol. 51, pp. 1525-1538). Elsevier.
[12] Nguyen, B.P., Nguyen, T.T., Nguyen, T. and Guo, W., 2023. Analytical model for consolidation and bearing capacity of soft soil stabilized by combined PVD-deep cement mixing columns. Bulletin of Engineering Geology and the Environment, 82(7), p.286.
[13] Nguyen-Minh, T., Bui-Ngoc, T., Shiau, J., Nguyen, T. and Nguyen-Thoi, T., 2023. Coupling isogeometric analysis with deep learning for stability evaluation of rectangular tunnels. Tunnelling and Underground Space Technology, 140, p.105330.
[14] Nguyen, T., Ly, D.K., Huynh, T.Q. and Nguyen, T.T., 2023. Soft computing for determining base resistance of super-long piles in soft soil: A coupled SPBO-XGBoost approach. Computers and Geotechnics, 162, p.105707.
[15] Nguyen, T. and Shiau, J., 2023. Revisiting Active and Passive Earth Pressure Problems using Three Stability Factors. Computers and Geotechnics, 163, p.105759.
[16] Nguyen, T. and Fellenius, B.H., 2024. Bidirectional static loading tests on barrette piles. A case history from Ho Chi Minh City, Vietnam. Canadian Geotechnical Journal, 61(5), pp.872-884.
[17] Nguyen-Minh, T., Bui-Ngoc, T., Shiau, J., Nguyen, T. and Nguyen-Thoi, T., 2024. Undrained sinkhole stability of circular cavity: A comprehensive approach based on isogeometric analysis coupled with machine learning. Acta Geotechnica, pp.1-23.
[18] Nguyen, T., Shiau, J. and Ly, D.K., 2024. Enhanced earth pressure determination with negative wall-soil friction using soft computing. Computers and Geotechnics, 167, p.106086.
[19] Nguyen, T. and Shiau, J., 2024. Passive earth pressure in sand on inclined walls with negative wall friction based on a statically admissible stress field. Acta Geotechnica, pp.1-25.
[20] Shiau, J., Nguyen, T. and Ly-Khuong, D., 2024. Unraveling seismic uplift behavior of plate anchors in frictional-cohesive soils: A comprehensive analysis through stability factors and machine learning. Ocean Engineering, 297, p.116987.
[22] Shiau, J., Nguyen, T., Sams, M. and Bhattacharya, P., 2024. Innovative numerical modeling for predicting soil relaxation in the design of twin circular culverts. Scientific Reports, 14(1), p.7689.
[22] Van Tran, M., Ly, D.K., Nguyen, T. and Tran, N., 2024. Robust prediction of workability properties for 3D printing with steel slag aggregate using bayesian regularization and evolution algorithm. Construction and Building Materials, 431, p.136470.
[23] Nguyen, T., Ly, D.K., Shiau, J. and Nguyen-Dinh, P., 2024. Optimizing load-displacement prediction for bored piles with the 3mSOS algorithm and neural networks. Ocean Engineering, 304, p.117758.
[24] Bui-Ngoc, T., Nguyen, T., Nguyen-Quang, M.T. and Shiau, J., 2024. Predicting load–displacement of driven PHC pipe piles using stacking ensemble with Pareto optimization. Engineering Structures, 316, p.118574.
[25] Nguyen-Minh, T., Bui-Ngoc, T., Shiau, J., Nguyen, T. and Nguyen-Thoi, T., 2024. Synergistic Integration of Isogeometric Analysis and Data-Driven Modeling for Enhanced Strip Footing Design on Two-Layered Clays: Advancing Geotechnical Engineering Practices. Engineering Analysis with Boundary Elements (In press).
CONFERECES IN JAPAN
[1] T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Stress distribution in elastic embankment using isogeometric analysis under Bézier extraction, The 6th Japan-Korea Geotechnical Engineering Workshop, Japanese Geotechnical Society Special Publication, 4(4), pp.78-83, Okayama University Tsushima Campus, Okayama, 2016/9/12. doi: 10.3208/jgssp.v04.j17
[2] T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Stress distribution in valley using elastic solution based on isogeometric analysis, Proceedings of the 14th Japan Symposium on Rock Mechanics, Japan Society for Rock Mechanics, Kobe International Conference Center, Hyogo, Paper 019, 2017/1/10-11.
[3] T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu, Stress redistribution in embankments induced by basal subsidence based on the isogeometric analysis using elastic model, Proceedings of Computational Engineering Conference, Vol. 23（第23回計算工学講演会，日本計算工学会）G-10-03, Winc Aichi, 2018/6/6-8.
[4] T. Nguyen, T. Pipatpongsa, T. Kitaoka, H. Ohtsu, Numerical investigation of arch action in sand heap using elastic model based on isogeometric analysis method, Proceedings of the 21st Applied Mechanics Symposium (第21回応用力学シンポジウム講演概要集, 土木学会), pp.35-36, Meijo University, Nagoya, 2018/5/19-20.
[5] T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Dynamic response of sandy embankment against seismic loading using centrifuge model, Proceedings of the 53rd Japan National Conference on Geotechnical Engineering, Sunport Hall Takamatsu, Kagawa prefecture, The Japanese Geotechnical Society, pp.1105-1106, 2018/7/24-26（地震荷重に対する砂質盛土の動的応答に関する動的模型実験，第53回地盤工学研究発表会発表講演集，サンポートホール高松，地盤工学会）
[6] T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Stress redistribution in embankment due to basal subsidence using centrifuge models（遠心力模型実験を用いた基礎沈下による盛土内の応力再分配，第52回地盤工学研究発表会発表講演集，名古屋国際会議場）, Proceedings of the 52nd Japan National Conference on Geotechnical Engineering, Nagoya Congress Center, Aichi, The Japanese Geotechnical Society, 795-796, 2017/7/12-14.
[7] T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Elastic stress distribution in triangular embankments using isogeometric analysis, Proceedings of the 51st Japan National Conference on Geotechnical Engineering, Okayama University Tsushima Campus, Okayama, The Japanese Geotechnical Society（三角形盛土内の弾性応力分布のアイソジオメトリック解析手法の提案，第51回地盤工学研究発表会発表講演集，岡山大学津島キャンパス）, pp.761-762, 2016/9/13-15.
INTERNATIONAL CONFERENCES
[1] Nguyen-Dinh, P., Aphisith, T., Nguyen, T. and Shiau, J., 2023, December. Building up a Dataset for Investigation of the Load Transfer Mechanism of Bored Piles from Case Histories in Vietnam. In International Conference on Geotechnics for Sustainable Infrastructure Development (pp. 233-244). Singapore: Springer Nature Singapore.
[2] Aphisith, T., Ly, D.K., Nguyen, T. and Shiau, J., 2023, December. Axial Load-Bearing Capacity Solutions of PHC Nodular Pile: A New Advancement in Vietnam Engineering Practice. In International Conference on Geotechnics for Sustainable Infrastructure Development (pp. 167-176). Singapore: Springer Nature Singapore.
[3] Nguyen, T. and Shiau, J., 2023, August. Bidirectional load test in HoChiMinh City: a case history and lessons learned. In IOP Conference Series: Materials Science and Engineering (Vol. 1289, No. 1, p. 012091). IOP Publishing.
[4] Tan Nguyen, Thirapong Pipatpongsa (2018). Investigation of arch action in sand heaps using a fully plastic solution. AUN/SEED-net Regional Conference in Civil Engineering, Yogyakarta, Sept 5-6, 2018.
[5] Tan Nguyen, Thirapong Pipatpongsa, Ohtsu Hiroyasu. Seismic stability of sandy embankment subjected to the basal subsidence using dynamic centrifugal model. AUN/SEED-net Regional Conference on Natural Disaster (RCND), Yogyakarta, Sept 3-5, 2018.
[6] Tran Tuan Anh, Nguyen Tan, Nguyen Chanh Hoang, Le Van Nam (2013). Computation of bearing capacity of strip footing on two layers soil by limit analysis integrated isogeometric and mathematical optimization method, 6 th ASEAN Civil Engineering Conference, November 22-23, 2013, Bankok, Thailand.
[7] Nguyen Tan, Tran Tuan Anh, Nguyen Chanh Hoang,Nguyen Minh Toan (2013). A new numerical procedure based on isogeometric analysis and conic programming for bearing capacity of interfering multiple strip footings on sand, 6 th ASEAN Civil Engineering Conference,November 22-23, 2013, Bankok, Thailand.
[8] Nguyen Tan, Tran Tuan Anh, Nguyen Minh Toan , Nguyen Chanh Hoang (2013). Estimation of bearing capacity and failure mechanism of strip footing using upper bound analysis. 2nd international conference on geotechnics for sustainable development, November 29-30, Ha Noi, Viet Nam.
[9] Tran Tuan Anh, Nguyen Tan, Nguyen Chanh Hoang (2013). Computation of bearing capacity of strip footing on two layers soil by limit analysis integrated isogeometric and mathematical optimization method. 13th International Conference on Advanced Computing and Applications, Ho Chi Minh, Viet Nam.
[10] Nguyen Tan, Tran Tuan Anh, Nguyen Chanh Hoang (2013). Calculation of bearing capacity of strip footing resting on sand layer overlying clay layer by limit analysis based on isogeometric method. 13th international conference of science and technology- Ho Chi Minh city university of technology, October 30-31, Ho Chi Minh, Viet Nam.
[11] Tan Nguyen, Tuan-Anh Tran, Chanh-Hoang Nguyen, and Minh-Toan Nguyen (2013). A new numerical method integrated isogeometric analysis and mathematical optimization applying in bearing capacity of interfering two strip footings on sand. 10th International symposium HANOI GEOENGINEERING 2013, October 16-17, Ha Noi, Viet Nam.
DOMESTIC JOURNAL
[1] Trần Tuấn Anh, Nguyễn Tấn, Nguyễn Chánh Hoàng (2013). An estimate of influence of soil weight on bearing capacity using limit an