Impact of remolded soil fabric on the volumetric deformation behavior of clayey soils

Author:

Saha SajibORCID,Hariharan NarainORCID,Sahin Hakan,Lytton Robert L.,Little Dallas N.

Funder

Texas A and M Engineering Experiment Station, Texas A and M University

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Transportation,Civil and Structural Engineering

Reference58 articles.

1. Armstrong, C.P., and Zornberg, J.G. (2017). “Effect of fabric on the swelling characteristics of highly plastic clays”. Second Pan-American Conference on Unsaturated Soils, November 12–15, Dallas, Texas.

2. ASTM D4546, “Standard test methods for one-dimensional swell or settlement potential of cohesive soils”, ASTM International, West Conshohocken, PA.

3. Standard test methods for determination of the soil water characteristic curve for desorption using hanging column, pressure extractor, chilled mirror hygrometer, or centrifuge;Astm d6836–16,,2016

4. Stabilization of expansive soils using chemical additives: A review;Barman;Journal of Rock Mechanics and Geotechnical Engineering,2022

5. “Determinants of clay and shale microfabric signatures: processes and mechanisms;Bennett,1991

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