Uplift Capacity of Plate Anchors in Saturated Clays: Analyses with Different Constitutive Models-Reference-Cited by-同舟云学术

Uplift Capacity of Plate Anchors in Saturated Clays: Analyses with Different Constitutive Models

Published:2016-04 Issue:2 Volume:16 Page:04015053
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Aghazadeh Ardebili Zahra¹,Gabr M. A.²,Rahman M. S.³

Affiliation:

1. Graduate Research Assistant, North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695 (corresponding author).

2. Alumni Distinguished Undergraduate Professor, North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695.

3. Professor, North Carolina State Univ., Campus Box 7908, Raleigh, NC 27695.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000518

Reference21 articles.

1. Aghazadeh Z. Rahman M. S. and Gabr M. A. (2014). “Evaluation of plate anchors capacity in saturated soils using different constitutive models.” Proc. ASME 2014 33rd Int. Conf. on Ocean Offshore and Arctic Engineering Vol. 3: Offshore Geotechnics San Francisco.

2. Ali J. I. (1968). “Pullout resistance of anchor plates and anchor piles in soft bentonite clay.” M.Sc. thesis Duke Univ. Durham NC.

3. Geotechnical special publication 128;Brinkgreve R. B. J.,2005

4. Correspondence

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