Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups-Reference-Cited by-同舟云学术

Strain Wedge Model Capability of Analyzing Behavior of Laterally Loaded Isolated Piles, Drilled Shafts, and Pile Groups

Published:2002-07 Issue:4 Volume:7 Page:245-254
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ashour Mohamed¹,Norris Gary²,Pilling Patrick³

Affiliation:

1. Research Assistant Professor, Dept. of Civil Engineering, Univ. of Nevada, Reno, NV 89557.

2. Professor, Dept. of Civil Engineering, Univ. of Nevada, Reno, NV 89557.

3. Vice President, Black Eagle Consulting, Inc., 1345 Capital Blvd., Suite A, Reno, NV 89502.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282002%297%3A4%28245%29

Reference50 articles.

1. Alizadeh M. and Davisson M. T.(1970). “Lateral load test on piles—Arkansas river project.” J. Soil Mech. Found. Div. 1583–1604.

2. Ashford S. A. and Rollins K. (1999). “Full-scale behavior of laterally loaded deep foundations in liquefied sands.” Rep. No. TR-99/03 Structural Engineering Dept. Univ. of California San Diego.

3. Ashour M. and Norris G. (1998). “Undrained laterally loaded pile response in sand.” Proc. Geotechnical Earthquake Engineering and Soil Dynamics Conf. Special Publication Paper No. 63 ASCE New York.

4. Liquefaction and Undrained Response Evaluation of Sands from Drained Formulation

5. Modeling Lateral Soil-Pile Response Based on Soil-Pile Interaction

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