Effect of Matric Suction and Density on Yield Stress, Compression Index and Collapse Potential of Unsaturated Granite Soil-Reference-Cited by-同舟云学术

Effect of Matric Suction and Density on Yield Stress, Compression Index and Collapse Potential of Unsaturated Granite Soil

Published:2021-05-13 Issue:8 Volume:25 Page:2847-2854
ISSN:1226-7988
Container-title:KSCE Journal of Civil Engineering
language:en
Short-container-title:KSCE J Civ Eng

Author:

Kholghifard Mehrdad,Ahmad Kamarudin

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s12205-021-0830-2.pdf

Reference32 articles.

1. PhD Thesis, Faculty of Civil Engineering;SS Agus,2005

2. Al-Badran YMH, Schanz T (2013) Effect of suction on volumetric yielding behaviour under different initial conditions for fine-grained soils. Engineering & Technology Journal 31(20):339–358

3. Alonso EE, Gens A, Josa A (1990) A constitutive model for partially saturated soils. Geotechnique 40:405–430, DOI: https://doi.org/10.1680/geot.1990.40.3.405

4. ASTM D-5333 (1993) Test method for measurement of collapse potential of soils. ASTM D-5333, ASTM International, West Conshohocken, PA, USA

5. ASTM D-5333 (2003) Test method for measurement of collapse potential of soils. ASTM D-5333, ASTM International, West Conshohocken, PA, USA

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