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Rock Mechanics and Rock Engineering
Published in: Rock Mechanics and Rock Engineering 4/2019

27-11-2018 | Technical Note

Residual Strength Characteristics of CJPL Marble Under True Triaxial Compression

Authors: Zhi Zheng, Xia-Ting Feng, Xiwei Zhang, Jun Zhao, Cheng-Xiang Yang

Published in: Rock Mechanics and Rock Engineering | Issue 4/2019

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After excavation of underground caverns and tunnels, surrounding rocks suffer the development of the excavation damaged zone (EDZ), which still exhibits a certain bearing capacity (Hudson 1989; Hoek et al. 1995; Kaiser 2016). The studies of post-peak characteristics and residual strength play a crucial role in evaluating the bearing capacity (Cai et al. 2007a, b; Gao and Kang 2017). In recent decades, research on residual strength has made great progress and this has exerted a profound influence on the optimal design of supporting structures (Peng et al. 2017). However, the China Jinping Underground Laboratory Phase II (CJPL-II, with a burial depth of about 2400 m) is constructed under a state of three-dimensional (3D) high-geostress (Feng et al. 2018). The residual strength characteristics in this 3D stress state are not yet clear [e.g., the influence of intermediate principal stress (σ2)], which deserved to be explored further. …
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Metadata
Title
Residual Strength Characteristics of CJPL Marble Under True Triaxial Compression
Authors
Zhi Zheng
Xia-Ting Feng
Xiwei Zhang
Jun Zhao
Cheng-Xiang Yang
Publication date
27-11-2018
Publisher
Springer Vienna
Published in
Rock Mechanics and Rock Engineering / Issue 4/2019
Print ISSN: 0723-2632
Electronic ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-018-1659-y

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