Study of Strain Wedge Parameters for Laterally Loaded Piles-Reference-Cited by-同舟云学术

Study of Strain Wedge Parameters for Laterally Loaded Piles

Published:2013-04 Issue:2 Volume:13 Page:143-152
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Hajialilue-Bonab Masoud¹,Sojoudi Yones²,Puppala Anand J.³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Univ. of Tabriz, 4166614171 Tabriz, Iran (corresponding author).

2. Senior Engineer, ANO Consulting Engineers, No. 15, BLV Elahiparast, 5166845889 Tabriz, Iran.

3. Professor, Dept. of Civil Engineering, The Univ. of Texas, Arlington, TX 76019.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000186

Reference27 articles.

1. Continuum Mechanics of Lateral Soil–Pile Interaction

2. Adams J. I. and Radhakrishna H. S. (1973). “The lateral capacity of deep augured footing.” Proc. 8th Int. Conf. Soil Mech. Found. Eng . Vol. 2 Moscow 1–8.

3. Applied Technology Council (ATC). (1996). “Improved seismic design criteria or California bridges: Provisional recommendations.” ATC-32 Redwood City CA.

4. Lateral Loading of a Pile in Layered Soil Using the Strain Wedge Model

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