Bearing capacity, elastic modulus, and modulus of subgrade reaction of soft soil improved by floating stone compaction pile group-Reference-Cited by-同舟云学术

Bearing capacity, elastic modulus, and modulus of subgrade reaction of soft soil improved by floating stone compaction pile group

Published:2023-05-28 Issue:5 Volume:17 Page:570-580
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Gopinadhanpillai Hari¹,George Balu Elias²^ORCID

Affiliation:

1. Chief Consultant, CGL Engineers Pvt. Ltd., Cochin, India

2. Post Doctoral Fellow, University of North Carolina, Charlotte, USA

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2023.2264056

Reference49 articles.

1. Aboshi, H., E. Ichimoto, M. Enoki, and K. Harada. 1979. “The Compozera Method to Improve Characteristics of Soft Clays by Inclusion of Large Diameter Sand Columns.” In Proceedings of the International Conference on Soil Reinforcement. vol. 1, pp. 211–216. ENPC.

2. Undrained Shear Strength of Clay Improved with Sand Compaction Piles

3. Liquefaction Mitigation Using Stone Columns Around Deep Foundations: Full-Scale Test Results

4. Bae, W. S., B. W. Shin, B. C. An, and J. S. Kim. 2002, May. Behaviors of Foundation System Improved with Stone Columns. In The Twelfth International Offshore and Polar Engineering Conference, Kitakyushu, Japan. OnePetro.

5. Barksdale, R. D., and R. C. Bachus. 1983. Design and Construction of Stone Columns, Vol. I (No. SCEGIT-83-10). Atlanta, GA, USA: Federal Highway Administration, School of Civil Engineering, Georgia Institute of Technology.