International Conference

[1] Kikumoto, M., Nguyen, P. Q. V., Yasuhara, H., & Kishida, K. (2017). Constitutive model for soft rocks considering structural healing and decay. Computers and Geotechnics, 91, 93-103.

[2] Nguyen, P. Q. V., Kikumoto M., Yasuhara, H. and Kishida K.: Critical state modeling of sedimentary rock incorporating healing and decay of rock friction, 50th U.S. Rock Mechanics Geomechanics Symposium, Paper ID: ARMA 16-115 (9 pages), Houston, USA, July, 2016

[3] Nguyen, P. Q. V., and Kikumoto, M. : An elastoplastic model for soils exhibiting particle breakage, Proc. of the 4th Congres International de Geotechnique-Ouvrages-Structures, pp. 644-655, Ho Chi Minh, Vietnam, Oct. 2017

[4] Nguyen, P. Q. V., Kikumoto, M., Yasuhara, H. and Kishida, K. : Structural Weakening and Recovery of Soft Rocks, Proc. of the 30th KKHTCNN Symposium on Civil Engineering, Taipei, Taiwan. Nov. 2017

[5] Nguyen, P. Q. V., Kikumoto M., Nakamura K. The analysis of bearing capacity of strip foundation on crushable soil. Pro. Of the 9th European Conference on Numerical Methods in Geotechnical Engineering, Porto, Portugal．June, 2018 (summited)

International Journals

[1] Kikumoto, M., Nguyen, P. Q. V., Yasuhara, H., & Kishida, K. (2017). Constitutive model for soft rocks considering structural healing and decay. Computers and Geotechnics, 91, 93-103.

[2] Kikumoto M. , Nguyen, P. Q. V., Nakamura K., David M. W. A novel constitutive model for soil exhibits particle crushing. Geotéchniques (in preparation)

[3] Nguyen, P. Q. V., Kikumoto M. , Nakamura K. Finite element analysis of active and passive earth pressure coefficients on crushable soil. (in preparation)​

[4] Nguyen, P. Q. V., Kikumoto M. , Nakamura K. Finite element analysis of strip footing bearing capacity on crushable soil. International Journal for Numerical and Analytical Methods in Geomechanics (in preparation)​

[5] Nguyen, P. Q. V., Kikumoto M. , Nakamura K. Volumetric locking and the effectiveness of modified B-bar method. (in preparation)​