Settlement Estimation of Piled Rafts for Initial Design

Author:

Bhartiya Priyanka1ORCID,Chakraborty Tanusree2,Basu Dipanjan3

Affiliation:

1. Ph.D. Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology, New Delhi 110016, India. ORCID: .

2. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology, New Delhi 110016, India.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference47 articles.

1. Performance of micropiled raft in clay subjected to vertical concentrated load: centrifuge modeling

2. Performance of micropiled raft in sand subjected to vertical concentrated load: centrifuge modeling

3. Burland J. B. 1995. “Piles as settlement reducers.” In Vol. 2 of Proc. 19th Italian National Geotechnical Congress 21–34. Padova Italy: SF Editoriali.

4. Burland J. B. B. B. Borms and V. F. B. de Mello. 1977. “Behaviour of foundations and structures.” In Vol. 2 of Proc. 9th Int. Conf on Soil Mechanics and Foundation Engineering 495–546. Tokyo: Japanese Society of Soil Mechanics and Foundation Engineering.

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