Assessment of the Elastic-Viscoplastic Behavior of Soft Soils Improved with Vertical Drains Capturing Reduced Shear Strength of a Disturbed Zone-Reference-Cited by-同舟云学术

Assessment of the Elastic-Viscoplastic Behavior of Soft Soils Improved with Vertical Drains Capturing Reduced Shear Strength of a Disturbed Zone

Published:2016-02 Issue:1 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Azari Babak¹,Fatahi Behzad²,Khabbaz Hadi³

Affiliation:

1. Ph.D. Candidate, Faculty of Engineering and Information Technology, Univ. of Technology, Sydney 2007, Australia.

2. Senior Lecturer of Geotechnical Engineering, Faculty of Engineering and Information Technology, Univ. of Technology, Sydney 2007, Australia (corresponding author).

3. Associate Professor of Geotechnical Engineering, Faculty of Engineering and Information Technology, Univ. of Technology, Sydney 2007, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000448

Reference58 articles.

1. Strain Path Method

2. Consolidation of Clay with Non-linear Viscosity

3. Time-dependent deformation of normally consolidated clays and peats;Barden L.;J. Soil Mech. and Found. Div.,1969

4. Consolidation of fine-grained soils by drain wells;Barron R. A.;Trans. Am. Soc. Civ. Eng.,1948

5. Analytical solutions for consolidation aided by vertical drains

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