Behavior of Rigid Piled-Raft Foundation Subjected to Compressive Loading Considering Time Effect: An Experimental and Analytical Study-Reference-Cited by-同舟云学术

Behavior of Rigid Piled-Raft Foundation Subjected to Compressive Loading Considering Time Effect: An Experimental and Analytical Study

Author:

Tarenia Kajal¹,Patra Nihar Ranjan²^ORCID,Rajesh Sathiyamoorthy³^ORCID,Mondal Apurba⁴

Affiliation:

1. Dept. of Civil Engineering, Indian Institute of Technology, Kanpur 208016, Uttar Pradesh, India.

2. Dept. of Civil Engineering, Indian Institute of Technology, Kanpur 208016, Uttar Pradesh, India (corresponding author). ORCID: .

3. Dept. of Civil Engineering, Indian Institute of Technology, Kanpur 208016, Uttar Pradesh, India. ORCID: .

4. Nuclear Power Corporation of India Ltd., Mumbai 400 005, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

Reference43 articles.

2. Bowles J. E. 1988. Foundation analysis and design. Berkshire UK: McGraw-Hill Book Company Limited.

4. Piles as settlement reducers” invited lecture;Burland J. B.;XIX Convegno Italiano di Geotecnica,1995

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