Microstructural Analysis of Creep Behavior in Soft Clays during Cyclic Loading and Unloading-Reference-Cited by-同舟云学术

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Microstructural Analysis of Creep Behavior in Soft Clays during Cyclic Loading and Unloading

Published:2024-09-14 Issue: Volume: Page:
ISSN:0960-3182
Container-title:Geotechnical and Geological Engineering
language:en
Short-container-title:Geotech Geol Eng

Author:

Kami Venkata Balaiah^ORCID,Mishra Anumita^ORCID

Publisher

Springer Science and Business Media LLC

Link

https://link.springer.com/content/pdf/10.1007/s10706-024-02941-y.pdf

Reference66 articles.

1. ASTM: D2435 (2011) Standard test methods for one-dimensional consolidation properties of soils using incremental loading. ASTM Int 1–6

2. ASTM: D4318 (2017) Standard test methods for liquid limit, plastic limit and plasticity index of soils. ASTM Int 1–10

3. ASTM: D5890 (2019) Standard test method for swell index of clay mineral component of geosynthetic clay liners. ASTM Int 1–3

4. ASTM: D698 (2012) Reapproved (2021) standard test methods for laboratory compaction characteristics of soil using standard effort (12,400 ft-lbf/ft3 (600 kN-m/m3). ASTM Int 1–7

5. ASTM: D854 (2014) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM Int 1–4

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