Large-Strain Radial Consolidation Analysis Incorporating Soil Smear and Well Resistance Effect-Reference-Cited by-同舟云学术

Large-Strain Radial Consolidation Analysis Incorporating Soil Smear and Well Resistance Effect

Published:2023-12 Issue:12 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Singh Vaibhav¹^ORCID,Mishra Anumita²^ORCID

Affiliation:

1. Dept. of Civil Engineering, National Institute of Technology Rourkela, Rourkela, Orissa 769008, India. ORCID: .

2. Assistant Professor, Dept. of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand 247667, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-8515

Reference75 articles.

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2. Probabilistic analysis of soil consolidation via prefabricated vertical drains;Bari M. W.;Int. J. Geomech.,2013

3. Consolidation of fine-grained soils by drain wells by drain wells;Barron R. A.;Trans. Am. Soc. Civ. Eng.,1948

4. Effect of the smear and transition zones around prefabricated vertical drains installed in a triangular pattern on the rate of soil consolidation;Basu D.;Int. J. Geomech.,2007

5. Effect of soil disturbance on consolidation by prefabricated vertical drains installed in a rectangular pattern;Basu D.;Geotech. Geol. Eng.,2010

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