Huanling Wang

Prof. Huanling Wang

orcid

Research Focus & Metrics

Academic Career Length

17Years (2010-Present)

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

Representative Publications

View All Publications
1 July 2020 in Landslides
Verified
Journal Article
Closed access
PDF file
HWHuanling Wang
Huanling Wang
SLShiqi Liu
Shiqi Liu
WXWeiya Xu
Weiya Xu
LYLong Yan
Long Yan
XQXiao Qu
Xiao Qu
WXWei-Chau Xie
Wei-Chau Xie

12 April 2017 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
HWHuanling Wang
Huanling Wang
WXW. Y. Xu
W. Y. Xu
MCM. Cai
M. Cai
ZXZ. P. Xiang
Z. P. Xiang
QKQ. Kong
Q. Kong

4 June 2013 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
HWHuanling Wang
Huanling Wang
WXW. Y. Xu
W. Y. Xu
JSJianfu Shao
Jianfu Shao

11 January 2022 in Bulletin of Engineering Geology and the Environment
Verified
Journal Article
Closed access
PDF file
HWHuanling Wang
Huanling Wang
ZJZihua Jiang
Zihua Jiang
WXWeiya Xu
Weiya Xu
RWRubin Wang
Rubin Wang
WXWeichau Xie
Weichau Xie

1 June 2016 in Journal of Geotechnical and Geoenvironmental Engineering
Verified
Journal Article
Closed access
HWHuanling Wang
Huanling Wang
WXW. Y. Xu
W. Y. Xu
Chaojun JiaChaojun Jia
Chaojun Jia
MCM. Cai
M. Cai
QMQINGXIANG MENG
QINGXIANG MENG
Sandstone is encountered in many hydropower projects in China, and its permeability evolution characteristics during the deformation process are one of the most important issues in engineering design. In this study, microstructure observation and mineral content analysis of a sandstone are performed, and triaxial flow experiments under different fluid pressures are carried out. The experiment results show that the permeability evolution with volumetric strain is associated with microcrack development in the process of rock deformation and failure. The volumetric strain is closely related to the permeability and fluid pressure, and it plays a role of linking the flow field and the stress field. A conceptual model is suggested to describe the permeability evolution of the rock. Scanning electron microscope analysis results on some failed specimen pieces illustrate that the fluid pressure plays a role in the development of microcracks. A high fluid pressure can accelerate crack propagation and rock f...

10 September 2020 in KSCE Journal of Civil Engineering
Verified
Journal Article
Open access
PDF file
SLShiqi Liu
Shiqi Liu
HWHuanling Wang
Huanling Wang
WXWeiya Xu
Weiya Xu
ZCZhichao Cheng
Zhichao Cheng
ZXZhipeng Xiang
Zhipeng Xiang
WXWei-Chau Xie
Wei-Chau Xie
Soil-rock mixture is a widely distributed geological material in mountainous regions, where slope stability is an important issue. To investigate the influence of rock on slope stability, firstly, rocks in SRM are generated and then SRM slope models are simulated based on the finite difference method (FDM). The impact of various characteristics of rocks on slope factor of safety (FOS) is studied systematically by using the reduced strength method. The characteristic of rock considered include rock content, number of rock edges, aspect ratio, rock size and inclination of rock. The simulations indicate that increasing the rock content can prevent the development of high strain region and improve slope stability. However, the aspect ratio of rock has negligible impact on the mean value of FOS. For slopes with 45° slope angle, rocks with 45° angle of inclination result in smooth potential sliding surface, whereas rocks with 135° angle of inclination lead to more tortuous potential sliding surfaces. Statistical indices are utilized to analyze the results of numerical modelling.