Mechanical characteristics and microstructure damage evolution of K0 consolidated soft soil-Reference-Cited by-同舟云学术

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Mechanical characteristics and microstructure damage evolution of K0 consolidated soft soil

Published:2023-12-06 Issue: Volume: Page:
ISSN:1861-1125
Container-title:Acta Geotechnica
language:en
Short-container-title:Acta Geotech.

Author:

Liang Zhixin,Sun Hong,Niu Fujun

Funder

National Natural Science Foundation of China

Guangdong Provincial Key Laboratory of Modern Civil Engineering Technology

Publisher

Springer Science and Business Media LLC

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://link.springer.com/content/pdf/10.1007/s11440-023-02128-4.pdf

Reference70 articles.

1. Abed AA, Sołowski WT (2021) Estimation of water retention behaviour of bentonite based on mineralogy and mercury intrusion porosimetry tests. Géotechnique 71:494–508

2. ASTM D2487-17 (2020) Standard practice for classification of soils for engineering purposes (unified soil classification system). ASTM International, West Conshohocken, PA

3. ASTM D4404-18 (2018) Standard test method for determination of pore volume and pore volume distribution of soil and rock by mercury intrusion porosimetry. ASTM International, West Conshohocken, PA

4. Atkinson J, Richardson D, Robinson P (1987) Compression and extension of K0 normally consolidated kaolin clay. J Geotechn Eng 113:1468–1482

5. Azizi A, Musso G, Jommi C (2020) Effects of repeated hydraulic loads on microstructure and hydraulic behaviour of a compacted clayey silt. Can Geotech J 57:100–114

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