Assessment of testing method influence on swelling characteristics of expansive soils of India-Reference-Cited by-同舟云学术

Assessment of testing method influence on swelling characteristics of expansive soils of India

Published:2022-06 Issue:12 Volume:15 Page:
ISSN:1866-7511
Container-title:Arabian Journal of Geosciences
language:en
Short-container-title:Arab J Geosci

Author:

Reddy Peddireddy Sreekanth^ORCID,Yang Yu-ling,Mohanty Bijayananda^ORCID,Rao Bendadi Hanumantha^ORCID

Publisher

Springer Science and Business Media LLC

Subject

General Earth and Planetary Sciences,General Environmental Science

Link

https://link.springer.com/content/pdf/10.1007/s12517-022-10358-1.pdf

Reference46 articles.

1. Abdullah I, Mhaidib A (1998) Prediction of swelling potential of an expansive shale. In proceedings of the 2nd international conference on unsaturated soils, Beijing, China, 27–30

2. Al-Mhaidib AI (1999) Swelling behaviour of expansive shales from the middle region of Saudi Arabia. Geotech Geol Eng 16(4):291–307. https://doi.org/10.1023/A:1008819025348

3. Al-Rawas AA, McGown A (1999) Microstructure of Omani expansive soils. Can Geotech J 36(2):272–290. https://doi.org/10.1139/t98-111

4. Al-Shamrani MA, Dhowian AW (2003) Experimental study of lateral restraint effects on the potential heave of expansive soils. Eng Geol 69(1–2):63–81. https://doi.org/10.1016/S0013-7952(02)00248-X

5. ASTM (1995) Standard test methods for one-dimensional swell or settlement potential of cohesive soils. ASTM D4546–90. ASTM International, PA: West Conshohocken, PA, USA

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