Effect of Infiltration on Single-Pile and Monopile–Raft Foundation Embedded in Unsaturated Sand-Reference-Cited by-同舟云学术

Effect of Infiltration on Single-Pile and Monopile–Raft Foundation Embedded in Unsaturated Sand

Published:2023-02 Issue:2 Volume:23 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Kumar Sonu¹,Kumar Ashutosh²^ORCID

Affiliation:

1. Ph.D. Research Scholar, School of Civil and Environmental Engineering, Indian Institute of Technology Mandi, IIT Mandi, Mandi 175005, India.

2. Assistant Professor, School of Civil and Environmental Engineering, Indian Institute of Technology Mandi, IIT Mandi, Mandi 175005, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/IJGNAI.GMENG-7908

Reference71 articles.

1. Experimental Investigation of Single Model Pile and Pile Group Behavior in Saturated and Unsaturated Sand

2. A constitutive model for partially saturated soils

3. Serviceability-Based Finite-Element Approach on Analyzing Combined Pile–Raft Foundation

4. Steady-state response of flexible combined pile-raft foundation under dynamic loading

5. Effect of Design Parameters on Piled Rafts in Sand under Eccentric Triangular Loads

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