Yusheng Shen

Dr. Yusheng Shen


Research Focus & Metrics

Academic Career Length

18Years (2009-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

View All Publications
19 February 2024 in Soil Dynamics and Earthquake Engineering
Verified
Journal Article
Closed access
XZXi Zhang
Xi Zhang
Yusheng ShenYusheng Shen
Yusheng Shen
JQJutao Qiu
Jutao Qiu
MCMingyu Chang
Mingyu Chang
PZPengfa Zhou
Pengfa Zhou
PZPenglin Zhu
Penglin Zhu

22 October 2024 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
DGDeng Gao
Deng Gao
Yusheng ShenYusheng Shen
Yusheng Shen
PZPengfa Zhou
Pengfa Zhou
AGAndi Gou
Andi Gou
MCMingyu Chang
Mingyu Chang
KWKang Wu
Kang Wu

1 July 2023 in Journal of Central South University
Verified
Journal Article
Closed access
PDF file
QZQing Zheng
Qing Zheng
XZXi Zhang
Xi Zhang
Yusheng ShenYusheng Shen
Yusheng Shen
JQJu-Tao Qiu
Ju-Tao Qiu
YWYao-Da Wang
Yao-Da Wang
KCKong-Fu Chen
Kong-Fu Chen

27 January 2025 in Soil Dynamics and Earthquake Engineering
Verified
Journal Article
Closed access
MCMingyu Chang
Mingyu Chang
Yusheng ShenYusheng Shen
Yusheng Shen
HWHaokang Wang
Haokang Wang
XPXiaohai Pan
Xiaohai Pan
XZX. Zhang
X. Zhang
YLY. Luo
Y. Luo

1 January 2021 in Shock and Vibration
Verified
Journal Article
Open access
PDF file
CSChuan-Yi Sui
Chuan-Yi Sui
Yusheng ShenYusheng Shen
Yusheng Shen
YWYu-Min Wen
Yu-Min Wen
BGBo Gao
Bo Gao
To solve the classical problem that the Mohr–Coulomb yield criterion overestimates the tensile properties of geotechnical materials, a modified Mohr–Coulomb yield criterion that includes both maximum tensile stress theory and smooth processing was established herein. The modified Mohr–Coulomb constitutive model is developed using the user‐defined material subroutine (UMAT) available in finite element software ABAQUS, and the modified Mohr–Coulomb yield criterion is applied to construct a numerical simulation of a shaking table model test. Compared with the measured data from the shaking table test, the accuracies of the classical Mohr–Coulomb yield criterion and the modified Mohr–Coulomb yield criterion are assessed. Compared to the shaking table test, the classical Mohr–Coulomb model has a relatively large average error (−6.98% in peak acceleration values, −8.47% in displacement values, −23.93% in axial forces), while the modified Mohr–Coulomb model has a smaller average error (+2.71% in peak accelerations value, +3.19% in displacements value, +7.56% in axial forces). The results of numerical simulation using the modified Mohr–Coulomb yield criterion are closer to the measured data.

20 April 2025 in Soil Dynamics and Earthquake Engineering
Verified
Journal Article
Closed access
Yusheng ShenYusheng Shen
Yusheng Shen
YLYang Luo
Yang Luo
HHHaifeng Huang
Haifeng Huang
JLJun Liu
Jun Liu
LZLeibin Zuo
Leibin Zuo
HWHaokang Wang
Haokang Wang