Real-time porosity inversion and compaction-damage characterization of siltstone under cyclic triaxial complete loading and unloading tests

Author:

Yang Pengjin,Miao Shengjun,Cai Meifeng,Du Shigui,Li Pengliang,Xiao Bolin,Shi Guohua

Funder

Ministry of Science and Technology of the People's Republic of China

Beijing Institute of Technology

State Key Laboratory of Drug Research, Chinese Academy of Sciences

National Key Clinical Specialty Discipline Construction Program of China

Tianjin Postdoctoral Science Foundation

China Postdoctoral Science Foundation

Publisher

Elsevier BV

Reference58 articles.

1. M. Cai, M. He, D. Liu, Rock mechanics and engineering, Beijing, China, 2013.

2. Near-surface weakening in Japan after the 2011 Tohoku-Oki earthquake;Nakata;Geophys. Res. Lett.,2011

3. Plastic and damage energy dissipation characteristics and damage evolution of Beishan granite under triaxial cyclic loading;Miao;Int. J. Rock. Mech. Min. Sci.,2024

4. Coupled model for velocity change in rocks subjected to hydrostatic confining pressure based on rock acoustoelastic;Wang;Prog. Geophys.,2019

5. Seismic veloctities in dry and saturated cracked solid;Richard;J. Geophys. Res.,1974

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