Evolution of disintegration properties of granite residual soil with microstructure alteration due to wetting and drying cycles-Reference-Cited by-同舟云学术

Evolution of disintegration properties of granite residual soil with microstructure alteration due to wetting and drying cycles

Published:2022-02-11 Issue:3 Volume:81 Page:
ISSN:1435-9529
Container-title:Bulletin of Engineering Geology and the Environment
language:en
Short-container-title:Bull Eng Geol Environ

Author:

Zhang Xianwei^ORCID,Liu Xinyu^ORCID,Chen Cheng,Xu Yiqing,Liu Honghu

Funder

National Natural Science Foundation of China

Youth Innovation Promotion Association of the Chinese Academy of Sciences

State Key Laboratory of Geohazard Prevention and Geoenvironment Protection

State Key Laboratory of Geomechanics and Geotechnical Engineering

Science Fund for Distinguished Young Scholars of Hubei Province

Publisher

Springer Science and Business Media LLC

Subject

Geology,Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s10064-022-02602-5.pdf

Reference44 articles.

1. ASTM D2166–16 (2016) Standard test method for unconfined compressive strength of cohesive soil American Society for Testing and Materials West Conshohocken, PA, USA

2. ASTM D4644–16 (2016) Standard test method for slake durability of shales and other similar weak rocks American Society for Testing and Materials West Conshohocken, PA, USA

3. ASTM D4767–11 (2020) Standard test method for consolidated undrained triaxial compression test for cohesive soils American Society for Testing and Materials West Conshohocken, PA, USA

4. ASTM D5084–16 (2016) Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter American Society for Testing and Materials West Conshohocken, PA, USA

5. ASTM D7928–17 (2017) Standard test method for particle-size distribution (Gradation) of fine-grained soils using the sedimentation (Hydrometer) analysis, West Conshohocken, PA, USA

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