Pengzhi Pan

Prof. Pengzhi Pan

Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China

Research Focus & Metrics

Academic Career Length

16Years (2011-Present)

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

Representative Publications

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2 November 2020 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
SMShuting Miao
Shuting Miao
Pengzhi PanPengzhi Pan
Pengzhi Pan
XZXingguang Zhao
Xingguang Zhao
CSChangyue Shao
Changyue Shao
PYPeiyang Yu
Peiyang Yu

1 July 2021 in Engineering Fracture Mechanics
Verified
Journal Article
Closed access
SMShuting Miao
Shuting Miao
Pengzhi PanPengzhi Pan
Pengzhi Pan
SLShaojun Li
Shaojun Li
JCJianqiang Chen
Jianqiang Chen
PKPetr Konicek
Petr Konicek

21 April 2021 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
SMShuting Miao
Shuting Miao
Pengzhi PanPengzhi Pan
Pengzhi Pan
SZShankun Zhao
Shankun Zhao
JHJun Han
Jun Han
PKPetr Konicek
Petr Konicek

9 May 2017 in Environmental Earth Sciences
Verified
Journal Article
Open access
PDF file
BGB. Garitte
B. Garitte
Son NguyenSon Nguyen
Son Nguyen
JBJ. D. Barnichon
J. D. Barnichon
BGB. J. Graupner
B. J. Graupner
CLC. Lee
C. Lee
HSH. Shao
H. Shao
Coupled thermal–hydrological–mechanical (THM) processes in the near field of deep geological repositories can influence several safety features of the engineered and geological barriers. Among those features are: the possibility of damage in the host rock, the time for re-saturation of the bentonite, and the perturbations in the hydraulic regime in both the rock and engineered seals. Within the international cooperative code-validation project DECOVALEX-2015, eight research teams developed models to simulate an in situ heater experiment, called HE-D, in Opalinus Clay at the Mont Terri Underground Research Laboratory in Switzerland. The models were developed from the theory of poroelasticity in order to simulate the coupled THM processes that prevailed during the experiment and thereby to characterize the in situ THM properties of Opalinus Clay. The modelling results for the evolution of temperature, pore water pressure, and deformation at different points are consistent among the research teams and compare favourably with the experimental data in terms of trends and absolute values. The models were able to reproduce the main physical processes of the experiment. In particular, most teams simulated temperature and thermally induced pore water pressure well, including spatial variations caused by inherent anisotropy due to bedding.

1 May 2013 in Rock Mechanics and Rock Engineering
Verified
Journal Article
Closed access
PDF file
Pengzhi PanPengzhi Pan
Pengzhi Pan
JRJonny Rutqvist
Jonny Rutqvist
XFXia-Ting Feng
Xia-Ting Feng
FYFei Yan
Fei Yan

17 May 2023 in Journal of Rock Mechanics and Geotechnical Engineering
Verified
Journal Article
Open access
SMShuting Miao
Shuting Miao
Pengzhi PanPengzhi Pan
Pengzhi Pan
CZChuanqing Zhang
Chuanqing Zhang
LHLei Huo
Lei Huo