Finite-Element Parametric Study of the Consolidation Behavior of a Trial Embankment on Soft Clay-Reference-Cited by-同舟云学术

Finite-Element Parametric Study of the Consolidation Behavior of a Trial Embankment on Soft Clay

Published:2006-09 Issue:5 Volume:6 Page:328-341
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Huang Wenxiong¹²³⁴²,Fityus Stephen¹²³⁴²,Bishop Daniel¹²³⁴²,Smith David¹²³⁴²,Sheng Daichao¹²³⁴²

Affiliation:

1. ARC APD Fellow, School of Engineering, Univ. of Newcastle, Callaghan, NSW 2308, Australia.

2. Senior Lecturer, School of Engineering, Univ. of Newcastle, Callaghan, NSW 2308, Australia.

3. Ph.D. Student, School of Engineering, Univ. of Newcastle, Callaghan, NSW 2308, Australia.

4. Professor, Dept. of Civil and Environmental Engineering, Univ. of Melbourne, VIC 3010, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282006%296%3A5%28328%29

Reference28 articles.

1. Some measurements of the permeability of kaolin

2. General Theory of Three‐Dimensional Consolidation

3. Bishop D. (2004). “A proposed geological model and geotechnical properties of a NSW estuarine valley: A case study.” Proc. 9th ANZ conference on geomechanics G. Farquhar P. Kelsey J. Marsh and D. Fellows eds. New Zealand Geotechnical Society Auckland New Zealand 261–267.

4. Engineering Geology of Norwegian Normally-Consolidated Marine Clays as Related to Settlements of Buildings

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