Overview of preloading methods for soil improvement-Reference-Cited by-同舟云学术

Overview of preloading methods for soil improvement

Published:2014-08 Issue:3 Volume:167 Page:173-185
ISSN:1755-0750
Container-title:Proceedings of the Institution of Civil Engineers - Ground Improvement
language:en
Short-container-title:Proceedings of the Institution of Civil Engineers - Ground Improvement

Author:

Chu Jian¹,Indraratna Buddhima²,Yan Shuwang³,Rujikiatkamjorn Cholachat⁴

Affiliation:

1. Department of Civil, Construction and Environmental Engineering, Iowa State University, Ames, Iowa, USA

2. School of Mining and Environmental Engineering, Research Director of Centre for Geomechanics and Railway Engineering, University of Wollongong, Wollongong City, NSW, Australia

3. Tianjin University, People's Republic of China

4. Centre for Geomechanics and Railway Engineering, University of Wollongong, Wollongong City, NSW, Australia

Abstract

A review of the recent developments in soft soil improvement through consolidation or preloading is presented in this paper. The topics covered range from fundamental analysis to methods of implementation. Various methods and processes related to vertical drains, vacuum preloading or combined vacuum and fill surcharge, and dynamic consolidation with enhanced drainage or vacuum are compared and discussed. Factors affecting the design and analyses for the methods discussed are also elaborated.

Publisher

Thomas Telford Ltd.

Subject

Mechanics of Materials,Soil Science,Geotechnical Engineering and Engineering Geology,Building and Construction

Link

https://www.icevirtuallibrary.com/doi/pdf/10.1680/grim.13.00022

Reference82 articles.

1. Equivalent diameter of a prefabricated vertical drain

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3. Instrumentation at Changi land reclamation project, Singapore

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