Reverse size effect on unconfined compressive strength of red-bed rocks using micro-CT technique
aCollege of Geological Engineering and Geomatics, Chang'an University, Xi'an, 710054, China
bState Key Laboratory of Resources and Environmental Information System, Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences, Beijing, 100101, China
cKey Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing University, Shaoxing, 312000, China
dSchool of Geoscience and Technology, Southwest Petroleum University, Chengdu, 610500, China
eCollege of Civil Engineering, Tongji University, Shanghai, 200092, China
fSchool of Highway, Chang'an University, Xi'an, 710064, China
* Corresponding author. College of Geological Engineering and Geomatics, Chang'an University, Xi'an, 710054, China.
E-mail addresses:
lanhx@igsnrr.ac.cn (H. Lan)
** Corresponding author. Key Laboratory of Rock Mechanics and Geohazards of Zhejiang Province, Shaoxing University, Shaoxing, 312000, China.
E-mail addresses:
zhouyu@usx.edu.cn (Y. Zhou).
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Dr. Hengxing Lan is a professor at the Institute of Geographic Sciences and Natural Resources Research, Chinese Academy of Sciences (CAS), China. He is the President of the Landslide Nomenclature Commission (C37), International Association for Engineering Geology and the Environment (IAEG). He serves on the editorial board of high-profile journals in geology and geotechnical engineering. His research is primarily focused on the characterization and modeling of rock and soil strength and failure, with a particular emphasis on the microscopic anisotropic control theory of rock mass deformation and failure. He has published over 200 academic papers and 15 scientific consulting reports that have been adopted by the Chinese government. The geological hazard dynamics model he proposed has been successfully applied in academic and engineering communities of nearly 40 countries worldwide, and has been cited in research reports by the US Academy of Sciences.
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