Determination of damage evolution characteristics in granite residual soil shear bands by micro-CT-based advanced digital volume correlation-Reference-Cited by-同舟云学术

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Determination of damage evolution characteristics in granite residual soil shear bands by micro-CT-based advanced digital volume correlation

Published:2024-05 Issue: Volume:333 Page:107505
ISSN:0013-7952
Container-title:Engineering Geology
language:en
Short-container-title:Engineering Geology

Author:

Li Chengsheng,Kong Lingwei,Zhang Bingxin,Liu Zhijun,Shu Rongjun,Li Tianguo

Funder

National Natural Science Foundation of China

Shantou University Building Fund for the Academic Innovation Team

Special Fund Project for Science and Technology Innovation Strategy of Guangdong Province

Publisher

Elsevier BV

Reference28 articles.

1. Flow-slide characteristics and failure mechanism of shallow landslides in granite residual soil under heavy rainfall;Bai;J. Mt. Sci.,2022

2. Natural variability of shear strength in a granite residual soil from Porto;Branco;Geotech. Geol. Eng.,2014

3. An investigation of the breakage behaviour of a pre-crushed carbonate sand under shear using X-ray micro-tomography;Cheng;Eng. Geol.,2021

4. Damage measurements via DIC;Hild;Int. J. Fract.,2015

5. Synchrotron X-ray imaging in 4D: multiscale failure and compaction localization in triaxially compressed porous limestone;Huang;Earth Planet. Sci. Lett.,2019

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