Collapsible Soil Model for the Prediction of Mechanical Characteristics of Partially Saturated Collapsible Soils

Author:

Srivastava Ankti1ORCID,Tadikonda Bharat Venkata2ORCID

Affiliation:

1. Research Fellow, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati 781039, Assam, India. ORCID: .

2. Professor, Dept. of Civil Engineering, Indian Institute of Technology Guwahati, Guwahati 781039, Assam, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Reference53 articles.

1. Alonso, E. E., A. Gens, and D. W. Hight. 1987. “Groundwater effects in geotechnical engineering. General report.” In Vol. 3 of Proc., 9th European Conf. SMFE, 1087–1146. London: International Society for Soil Mechanics and Geotechnical Engineering (ISSMGE).

2. A constitutive model for partially saturated soils;Alonso E. E.;Géotechnique,1990

3. Compacted soil behaviour: Initial state, structure and constitutive modelling;Alonso E. E.;Géotechnique,2013

4. ASTM. 2018a. Standard practice for description and identification of soils (visual-manual procedures). ASTM D2488-17e1. West Conshohocken, PA: ASTM.

5. ASTM. 2018b. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM D4318-17. West Conshohocken, PA: ASTM.

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