Effect of Unsaturated Soil Hydraulic Characteristics on Foundation Bearing Capacity in Mountainous Regions Using Slip-Line Theory-Reference-Cited by-同舟云学术

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Effect of Unsaturated Soil Hydraulic Characteristics on Foundation Bearing Capacity in Mountainous Regions Using Slip-Line Theory

Published:2024-10 Issue:10 Volume:24 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ansari Mohammad Arman¹^ORCID,Patel Abhishek¹^ORCID,Tadikonda Bharat Venkata²^ORCID

Affiliation:

1. Graduate Student, 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)

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-9898

Reference39 articles.

1. Influence of Fredlund-Xing-Kunze hydraulic models for the prediction of flow through unsaturated soils

2. Bharat, T. V., and J. Sharma. 2012. “Metaheuristics for improved estimation of hydraulic properties of unsaturated soils.” In Proc., Canadian Geotechnical Conf. Richmond, Canada: Canadian Geotechnical Society.

3. Swarm intelligence-based solver for parameter estimation of laboratory through-diffusion transport of contaminants

4. Robust solver based on modified particle swarm optimization for improved solution of diffusion transport through containment facilities

5. Relative Permeability Calculations From Pore Size Distribution Data

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