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Experimental investigation on strength, deformation , and failure behaviour of sandstone under various loading paths

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成果类型:
期刊论文
作者:
Zhang, Tao;Liu, Xiaoli
通讯作者:
Zhang, T
作者机构:
[Zhang, Tao] Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China.
[Liu, Xiaoli] Tsinghua Univ, State Key Lab Hydrosci & Engn, Beijing 100084, Peoples R China.
通讯机构:
[Zhang, T ] C
Changsha Univ Sci & Technol, Sch Civil Engn, Changsha 410114, Peoples R China.
语种:
英文
关键词:
Sandstone;Triaxial cyclic loading;Different loading paths;Mechanical properties;Failure Characteristics
期刊:
Engineering Fracture Mechanics
ISSN:
0013-7944
年:
2025
卷:
326
页码:
111429
基金类别:
CRediT authorship contribution statement Tao Zhang: Writing – original draft, Methodology, Investigation, acquisition, Data curation. Xiaoli Liu: Writing – review & editing, Supervision, Resources.
机构署名:
本校为第一且通讯机构
院系归属:
土木工程学院
摘要:
This study investigates the strength, deformation, and failure characteristics of sandstone specimens under different loading paths and examines the impact of various loading histories on the mechanical behavior of sandstone after failure. The findings indicated that the loading path and history influence the strength and deformation behaviors in sandstone. The irreversible strain, elastic modulus, and Poisson's ratio of sandstone specimens vary significantly across different loading paths. The loading history exerts a greater impact on the irreversible volumetric strain of the sandstone speci...

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