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 Engineering (2012)
GRANTS AND AWARDS
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
Ho Chi Minh city University of Transport, Department of Structural Engineering (Oct 2013-Present)
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
[1] T. Nguyen, T. Pipatpongsa, T. Kitaoka and H. Ohtsu, Stress distribution in conical sand heaps at incipient failure under active and passive conditions, International Journal of Solids and Structures (ISI-Q1). DOI: 10.1016/j.ijsolstr.2018.04.001
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] 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. (Accepted)
[2] 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. (Accepted)
[3] Tran Tuan Anh, Nguyen Tan, Nguyen ChanhHoang,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.
[4] 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.
[5] 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.
[6] 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.
[7] Nguyen Tan, Tran Tuan Anh, NguyenChanh 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.
[8] 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] TrầnTuấn Anh, NguyễnTấn, Nguyễn Chánh Hoàng (2013). An estimate of influence of soil weight on bearing capacity using limit analysis based on isogeometric. Tạp chí XâyDựng, Tháng 9, 2013.