Bearing Capacity of Circular Foundations on Weak Cohesive Soils Reinforced with Stone Columns-Reference-Cited by-同舟云学术

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Bearing Capacity of Circular Foundations on Weak Cohesive Soils Reinforced with Stone Columns

Published:2022-11 Issue:11 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kumar Jyant¹^ORCID,Mukherjee Sudipto²^ORCID,Pallepati Raghuveer Rao³

Affiliation:

1. Professor, Dept. of Civil Engineering, Indian Institute of Science, Bengaluru 560012, Karnataka, India (corresponding author). ORCID: .

2. Research Scholar, Dept. of Civil Engineering, Indian Institute of Science, Bengaluru 560012, Karnataka, India. ORCID:

3. Principal Research Scientist, Dept. of Civil Engineering, Indian Institute of Science, Bengaluru 560012, Karnataka, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002527

Reference35 articles.

1. Adaptive finite element computational fluid dynamics using an anisotropic error estimator

2. Behavior of Stone Columns Based on Experimental and FEM Analysis

3. API (American Petroleum Institute). 2012. Welded tanks for oil storage. API 650. Washington, DC: API.

4. Bearing capacity of foundations on soft clays with granular column and trench

5. BIS (Bureau of Indian Standards). 2006. Code of practice for design, fabrication and erection of vertical mild steel cylindrical welded oil storage tanks. IS 803-1976. BIS 803. New Delhi: BIS.

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