Qian-cheng Sun

Prof. Dr. Qian-cheng Sun


Research Focus & Metrics

Academic Career Length

11Years (2016-Present)

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

Representative Publications

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1 March 2016 in Engineering Geology
Verified
Journal Article
Closed access
SLShaojun Li
Shaojun Li
HZHongbo Zhao
Hongbo Zhao
ZRZhongliang Ru
Zhongliang Ru
QSQian-cheng Sun
Qian-cheng Sun

17 March 2023 in International Journal of Mining Science and Technology
Verified
Journal Article
Open access
HGHaosen Guo
Haosen Guo
QSQian-cheng Sun
Qian-cheng Sun
Guang-Liang FengGuang-Liang Feng
Guang-Liang Feng
SLShaojun Li
Shaojun Li
YXYaxun Xiao
Yaxun Xiao

16 February 2018 in Environmental Earth Sciences
Verified
Journal Article
Closed access
PDF file
SLShaojun Li
Shaojun Li
QSQian-cheng Sun
Qian-cheng Sun
ZZZhenhua Zhang
Zhenhua Zhang
XLXianqi Luo
Xianqi Luo

18 April 2022 in Bulletin of Engineering Geology and the Environment
Verified
Journal Article
Closed access
PDF file
HGHao-Sen Guo
Hao-Sen Guo
LCLi Chen
Li Chen
JZJinyang Zhu
Jinyang Zhu
QSQian-cheng Sun
Qian-cheng Sun
YXYaxun Xiao
Yaxun Xiao


1 September 2020 in Sustainability
Verified
Journal Article
Open access
PDF file
QSQian-cheng Sun
Qian-cheng Sun
CWCan Wei
Can Wei
XSXi-Man Sha
Xi-Man Sha
BZBing-Hao Zhou
Bing-Hao Zhou
GZGuodong Zhang
Guodong Zhang
LCLing Cao
Ling Cao
(1) The studies on the influence of rainfall on slope stability mainly focus on rainfall characteristics and the variation of strength parameters. Few studies pay attention to the micro structure changes of rock mass under long-term rainfall conditions, and the influence of failure mode. (2) Based on nuclear magnetic resonance (NMR) and electron microscopic imaging (Emmi) technology, the micro structure changes and macro deformation characteristics of the schist, under long-term immersion in different liquids are analyzed. (3) After soaking in the deionized water, the uniaxial compression strength of the intact specimen is slightly lower than that of the untreated specimens, but the test process in the elastic compression stage is considerably prolonged, and the failure modes show both shear and slip at the same time. While after soaking in acid solution, the fracture of rock samples with initial cracks can be obviously reduced and healed, which is consistent with the change of micro pore structure. The uniaxial strength and modulus of the intact samples are significantly lower, and only slip failure mode occurred. (4) It shows that water–rock interaction is an important factor influencing the stability of slope besides the external rainfall force, which affects the structural characteristics and mechanical properties of rock.