Radial Consolidation Analysis Using Delayed Consolidation Approach-Reference-Cited by-同舟云学术

Radial Consolidation Analysis Using Delayed Consolidation Approach

Published:2019-10 Issue:10 Volume:145 Page:04019063
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Baral Pankaj¹,Rujikiatkamjorn Cholachat²,Indraratna Buddhima³,Leroueil Serge⁴,Yin Jian-Hua⁵

Affiliation:

1. Associate Research Fellow, Centre for Geomechanics and Railway Engineering, School of Civil Engineering, Faculty of Engineering and Information Sciences, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

2. Associate Professor, Centre for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia.

3. Distinguished Professor of Civil Engineering, Faculty of Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia; Director, Centre for Geomechanics and Railway Engineering, Univ. of Wollongong, Wollongong City, NSW 2522, Australia (corresponding author).

4. Professor, Dept. of Civil Engineering, Laval Univ., Quebec City, QC, Canada QC G1V 0A6.

5. Chair Professor of Soil Mechanics, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0002100

Reference39 articles.

1. Consolidation of a very soft clay with vertical drains

2. Time dependent deformations of normally consolidated clays and peat;Barden L.;Supplement, J. Soil Mech. Found. Div.,1969

3. Consolidation of fine-grained soils by drain wells;Barron R. A.;Trans. ASCE,1948

4. Smear Effects of Vertical Drains on Soft Bangkok Clay

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