Prediction of Piled Raft Settlement Using Soil Subgrade Modulus in Consolidating Clays-Reference-Cited by-同舟云学术

Prediction of Piled Raft Settlement Using Soil Subgrade Modulus in Consolidating Clays

Published:2021-11 Issue:4 Volume:26 Page:04021037
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Bhartiya Priyanka¹,Chakraborty Tanusree²,Basu Dipanjan³

Affiliation:

1. Project Scientist, Dept. of Civil Engineering, Indian Institute of Technology, New Delhi 110016, India.

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000608

Reference57 articles.

1. Correlations Between Index Tests and Compressibility of Egyptian Clays

2. Experimental observations on the behavior of a piled raft foundation;Al-Mosawe M. J.;J. Eng.,2011

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

4. Bajad S. P. and R. B. Sahu. 2011. “Time dependent settlement of piled raft foundation.” In Proc. of Indian Geotechnical Conf. 225–228. Kochi India: Indian Geotechnical Society.

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

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