Mechanical response and brittle-ductile transition of porous sandstone under true-triaxial loading
aState Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin, 300072, China
bSchool of Engineering and Technology, China University of Geosciences (Beijing), Beijing, 100083, China
* Corresponding author. State Key Laboratory of Hydraulic Engineering Intelligent Construction and Operation, Tianjin University, Tianjin, 300072, China.
E-mail address:
kaiwen.xia@cugb.edu.cn (K. Xia).
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Prof. Kaiwen Xia's research is focused on earthquake mechanics, rock dynamics, geological storage of CO2 and safety monitoring of geotechnical engineering structures using DAS. His academic contributions include the discovery of supershear earthquakes in the laboratory, the systematic study of spontaneous fractures and the development of a series of dynamic testing methods for rocks. He has published more than 100 papers in SCI journals, including two first-authored papers published in Science. He was the chair of the Commission on Rock Dynamics of the International Society for Rock Mechanics and Rock Engineering (ISRM). He completed two ISRM suggested dynamic rock testing method and eight Chinese association standards for dynamic testing methods for rocks, which significantly promoted the standardization of the measurement methods for dynamic rock properties.
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