Simplified Finite-Element Model for Site Response Analysis of Unsaturated Soil Profiles-Reference-Cited by-同舟云学术

Simplified Finite-Element Model for Site Response Analysis of Unsaturated Soil Profiles

Published:2016-02 Issue:1 Volume:16 Page:04015036
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Ravichandran Nadarajah¹,Krishnapillai Shada H.²,Bhuiyan Ariful H.³,Huggins Eleanor L.⁴

Affiliation:

1. Associate Professor, Glenn Dept. of Civil Engineering, Clemson Univ., 320 Lowry Hall, Clemson, SC 29634 (corresponding author).

2. Civil-Geotechnical Engineer, URS Corporation, 201 Willowbrook Blvd., Wayne, NJ 07470.

3. Graduate Student, Glenn Dept. of Civil Engineering, Clemson Univ., 320 Lowry Hall, Clemson, SC 29634.

4. Geotechnical Specialist, AMEC Environment & Infrastructure, 4000 Meadow Lake Dr., Suite 125, Birmingham, AL 35242.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000489

Reference52 articles.

1. Aboye S. Andrus R. D. Ravichandran N. Bhuiyan A. and Harman N. (2011). “Site factors for estimating peak ground acceleration in Charleston South Carolina based on VS30.” 4th IASPEI/IAEE Int. Symp.: Effects of Surface Geology on Seismic Motion R. Archuleta ed. Univ. of California Santa Barbara CA 1–12.

2. A constitutive model for partially saturated soils

3. Ananthanathan P. (2002). “Laboratory testing of unsaturated Minco silt.” M.S. thesis Univ. of Oklahoma Norman OK.

4. Bounding Surface Plasticity. II: Application to Isotropic Cohesive Soils

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