Shuxin Deng

Dr. Shuxin Deng


Research Focus & Metrics

Academic Career Length

13Years (2014-Present)

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

Representative Publications

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16 August 2021 in Journal of Materials Science
Verified
Journal Article
Closed access
PDF file
CLChenkang Liu
Chenkang Liu
SYSonglin Yue
Songlin Yue
CZCong Zhou
Cong Zhou
HSHonglei Sun
Honglei Sun
SDShuxin Deng
Shuxin Deng
YTYizhong Tan
Yizhong Tan

1 January 2018 in Engineering Geology
Verified
Journal Article
Closed access
SDShuxin Deng
Shuxin Deng
JLJie Li
Jie Li
HJHaiming Jiang
Haiming Jiang
MWMingyang Wang
Mingyang Wang

7 May 2018 in Bulletin of Engineering Geology and the Environment
Verified
Journal Article
Closed access
PDF file
JLJie Li
Jie Li
SDShuxin Deng
Shuxin Deng
MWMingyang Wang
Mingyang Wang
HHHouxu Huang
Houxu Huang

12 July 2019 in Geotechnical Testing Journal
Verified
Journal Article
Closed access
ZWZhen Wang
Zhen Wang
LGLinlin Gu
Linlin Gu
MSMingrong Shen
Mingrong Shen
FZFeng Zhang
Feng Zhang
GZGuokai Zhang
Guokai Zhang
SDShuxin Deng
Shuxin Deng
Loading rate dependency is one of the significant time-dependent behaviors of rock and rock discontinuities. To investigate the shear rate– dependent behavior of the shear strength of discontinuities with different joint roughness coefficients (JRCs), direct shear tests with various shear rates were conducted on samples with artificial joint surfaces based on Barton’s standard profile lines. A new test method, called shear test with alternate shear rates, was introduced to verify the direct shear results, and a JRC weakening model was established to explain the mechanism of shear rate dependency of discontinuities and the influence of the JRC on shear rate dependency. Results revealed that the shear strength increased with an increase in shear rate and the shear rate dependency of discontinuities was significantly influenced by surface morphology. Hence, the greater the JRC is, the stronger the shear rate dependency will be. Results also demonstrated that the direct shear test is the process of the JRC resistance weakening and frictional resistance strengthening, and the shear rate dependency was caused by the time-dependent behavior of the crack growth.

4 December 2019 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
PDF file
PZPeng-Yu Zhu
Peng-Yu Zhu
YZYonglai Zhang
Yonglai Zhang
WLWen-Bin Luo
Wen-Bin Luo
JKJia Kou
Jia Kou
RZRu-Xue Zhang
Ru-Xue Zhang
SDShuxin Deng
Shuxin Deng
An experimental investigation on chloride diffusion in structural concrete under the cyclic impact loading is conducted. Effects of magnitudes and loading times are studied. Relationship between damage coefficients and chloride diffusion coefficients is obtained. The cyclic impact loading causes the initiation of new cracks and the propagation of existing cracks, which brings an obvious promotion for chloride diffusion. There should be a damage threshold. If the magnitude of the external loading is large enough to make the damage exceed the threshold, initiation and propagation of cracks become quite significant and chloride diffusion can be greatly promoted. With the increase of the damage coefficient, the chloride diffusion coefficient increases. The increasing rates decrease with long immersion times. Relationship curves of damage coefficients and chloride diffusion coefficients show a good correlation and can be well described with power functions.

27 August 2025 in Acta Mechanica Sinica
Verified
Journal Article
Closed access
PDF file
XSXianzhao Song
Xianzhao Song
SDShuxin Deng
Shuxin Deng
HLHao Lu
Hao Lu
JZJing Zhang
Jing Zhang
BLBin Li
Bin Li
MWMingyang Wang
Mingyang Wang