Huan Liu

Dr. Huan Liu


Research Focus & Metrics

Academic Career Length

8Years (2019-Present)

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

Representative Publications

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20 December 2019 in Earth Science Informatics
Verified
Journal Article
Closed access
PDF file
HLHuan Liu
Huan Liu
SCSuozhong Chen
Suozhong Chen
MHManqing Hou
Manqing Hou
LHLiang He
Liang He

14 March 2023 in Bulletin of Engineering Geology and the Environment
Verified
Journal Article
Closed access
PDF file
HLHuan Liu
Huan Liu
WLWeitao Li
Weitao Li
SGShuangxi Gu
Shuangxi Gu
LCLei Cheng
Lei Cheng
WYWang Yanxia
Wang Yanxia
JXJianhui Xu
Jianhui Xu


24 March 2020 in Bulletin of Engineering Geology and the Environment
Verified
Journal Article
Closed access
PDF file
HLHuan Liu
Huan Liu
SCSuozhong Chen
Suozhong Chen
LHLiang He
Liang He
MHManqing Hou
Manqing Hou
JZJunru Zhang
Junru Zhang

17 March 2025 in Transactions in GIS
Verified
Journal Article
Closed access
HLHuan Liu
Huan Liu
WLWeitao Li
Weitao Li
HBHong Bao
Hong Bao
SGShuangxi Gu
Shuangxi Gu
YZYali Zhang
Yali Zhang
ZLZhihao Li
Zhihao Li

1 July 2022 in Geofluids
Verified
Journal Article
Open access
PDF file
BXBin Xie
Bin Xie
JZJidang Zhang
Jidang Zhang
YLYouchun Liu
Youchun Liu
WLWeiguo Li
Weiguo Li
WZWenhui Zhang
Wenhui Zhang
HLHuan Liu
Huan Liu
The prediction of surface subsidence after underground coal mining is of practical significance for land planning and utilization in subsidence area. For a case study, the deformation and failure of a drainage boat pond caused by an underground coal mining-induced subsidence are investigated (the drainage boat pond is located in the Nanyang Lake Farm, Jining City, China). A mining subsidence prediction model suitable for the irregular coalface is established using the improved probability integral method to analyze the subsidence parameters. A numerical model of the boat pond deformation is established to simulate the stress, displacement, and plastic zone distribution of the boat pond. The boat pond deformation prevention structure is proposed from the prospects of pond bottom, pond slope, and pond slope protection. Moreover, the reinforcement of drainage boat pond is achieved in five steps. Finally, the deformation and failure state of the reinforcement boat pond under coal mining subsidence is simulated, and the rationality of the reinforcement measures is also verified by a field investigation. The research results have an important practical significance for water resource protection and structure construction in underground coal mining-induced subsidence.