Response of Laterally Loaded Rectangular and Circular Piles in Soils with Properties Varying with Depth-Reference-Cited by-同舟云学术

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Response of Laterally Loaded Rectangular and Circular Piles in Soils with Properties Varying with Depth

Published:2014-04 Issue:4 Volume:140 Page:04013049
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Choi Yoon Seok¹,Basu Dipanjan²,Salgado Rodrigo³,Prezzi Monica³

Affiliation:

1. Staff Project Professional, Fugro Consultants, Inc., 6100 Hillcroft Ave., Houston, TX 77081.

2. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Waterloo, Waterloo, ON, Canada N2L 3G1 (corresponding author).

3. Professor, School of Civil Engineering, Purdue Univ., West Lafayette, IN 47907.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GT.1943-5606.0001067

Reference23 articles.

1. ABAQUS 6.13 [Computer software]. Providence RI Dassault Systèmes.

2. Lateral load test piles, Arkansas River project;Alizadeh M.;J. Soil Mech. and Found. Div.,1970

3. Case History Evaluation of Laterally Loaded Piles

4. The behaviour of axially and laterally loaded single piles embedded in nonhomogeneous soils

5. Elastic analysis of laterally loaded pile in multi-layered soil

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2. Lateral Behavior Analysis of a Rectangular Barrette in Layered Soil with Transverse Isotropy;KSCE Journal of Civil Engineering;2024-08-06

3. Analysis of Horizontal Load Response and Pile–Soil Interaction in Barrette Foundations;Indian Geotechnical Journal;2024-08-03

4. Analyzing Laterally Loaded Piles in Multi-layered Cohesive Soils: a Hybrid Bnwf Approach With Validation and Parametric Study;2024-02-23

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