Influences of strain rate on mechanical behaviors of unsaturated and quasi-saturated loess under varying drainage conditions-Reference-Cited by-同舟云学术

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Influences of strain rate on mechanical behaviors of unsaturated and quasi-saturated loess under varying drainage conditions

Published:2024-05 Issue: Volume: Page:
ISSN:1674-7755
Container-title:Journal of Rock Mechanics and Geotechnical Engineering
language:en
Short-container-title:Journal of Rock Mechanics and Geotechnical Engineering

Author:

Zhang Tongwei^ORCID,Li Sheng,Lan Hengxing,Zhang Huyuan,Zhang Fanyu

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Reference66 articles.

1. Standard Test Method for Consolidated Undrained Triaxial Compression Test for Cohesive Soils,2020

2. Standard Test Method for Consolidated Drained Triaxial Compression Test for Soils,2020

3. Loading rate effect on mechanical properties of an unsaturated silty sand;Barahona,2021

4. Geological and physical factors affecting the friction angle of compacted sands;Bareither;J. Geotech. Geoenviron. Eng.,2008

5. Hyperbolic parameters for compacted soils;Boscardin;J. Geotech. Eng.,1990

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