Zhen-Yu Yin

Dr. Zhen-Yu Yin

Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Hong Kong, China

Research Focus & Metrics

Academic Career Length

21Years (2006-Present)

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

Representative Publications

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1 February 2014 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
Shui-Long ShenShui-Long Shen
Shui-Long Shen
HWHuai-Na Wu
Huai-Na Wu
YCYu-Jun Cui
Yu-Jun Cui
Zhen-Yu YinZhen-Yu Yin
Zhen-Yu Yin

1 August 2015 in Tunnelling and Underground Space Technology
Verified
Journal Article
Closed access
HWHuai-Na Wu
Huai-Na Wu
Shui-Long ShenShui-Long Shen
Shui-Long Shen
SLShao-Ming Liao
Shao-Ming Liao
Zhen-Yu YinZhen-Yu Yin
Zhen-Yu Yin

7 July 2017 in International Journal for Numerical and Analytical Methods in Geomechanics
Verified
Journal Article
Closed access
PDF file
Zhen-Yu YinZhen-Yu Yin
Zhen-Yu Yin
Yin-Fu JinYin-Fu Jin
Yin-Fu Jin
JSJack Shuilong Shen
Jack Shuilong Shen
PHPierre‐Yves Hicher
Pierre‐Yves Hicher

1 March 2010 in International Journal of Solids and Structures
Verified
Journal Article
Closed access
Zhen-Yu YinZhen-Yu Yin
Zhen-Yu Yin
CCChing S. Chang
Ching S. Chang
MKMinna Karstunen
Minna Karstunen
PHPierre-Yves Hicher
Pierre-Yves Hicher

1 November 2011 in Journal of Geotechnical and Geoenvironmental Engineering
Verified
Journal Article
Closed access
Zhen-Yu YinZhen-Yu Yin
Zhen-Yu Yin
MKMinna Karstunen
Minna Karstunen
CCChing S. Chang
Ching S. Chang
MKMirva Koskinen
Mirva Koskinen
MLMatti Lojander
Matti Lojander
The paper focuses on investigating the destructuration process during time-dependent stress-strain evolution. For this purpose, various oedometer tests and triaxial tests on intact and reconstituted samples of soft sensitive Vanttila clay were carried out. Based on experimental observations, a new elastic viscoplastic model, extended from the overstress theory of Perzyna, is developed. The proposed model accounts for inherent and induced anisotropy, interparticle bonds and bond degradation, and viscosity. The determination of model parameters is discussed, demonstrating how all model parameters can be determined in a straightforward way and no additional test is needed for the proposed model compared to the modified Cam clay model. The model is implemented into a finite-element code, which enables coupled consolidation analyses. The model is used to simulate various strain-rate and creep tests under one-dimensional and triaxial conditions on the intact samples of Vanttila clay. The comparisons between exp...

1 February 2021 in Engineering
Verified
Journal Article
Open access
KEKhalid Elbaz
Khalid Elbaz
Shui-Long ShenShui-Long Shen
Shui-Long Shen
Zhou AnnanZhou Annan
Zhou Annan
Zhen-Yu YinZhen-Yu Yin
Zhen-Yu Yin
HLHai-Min Lyu
Hai-Min Lyu