Lateral Behavior of Pile Groups in Layered Soils-Reference-Cited by-同舟云学术

Lateral Behavior of Pile Groups in Layered Soils

Published:2004-06 Issue:6 Volume:130 Page:580-592
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Ashour M.¹,Pilling P.²,Norris G.³

Affiliation:

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

2. Executive Vice President, Black Eagle Consulting Inc., 1345 Capital Blvd., Suite A, Reno, NV 89502-7140.

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

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%291090-0241%282004%29130%3A6%28580%29

Reference27 articles.

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

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

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

4. Ashour M. Norris G. M. and Shamsabadi A. (2001). “Effect of the non-linear behavior of pile material on the response of laterally loaded piles.” Proc. 4th Int. Conf. on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics San Diego Paper 6.10.

5. Ashour M. Pilling P. and Norris G. M. (1998a). “Updated documentation of the strain wedge model program for analyzing laterally loaded piles and pile groups.” Proc. 33rd Engineering Geology and Geotechnical Engineering Symp. Reno Nev. 177–178.

Cited by 85 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A Transparent Soil Experiment to Investigate the Influence of Arrangement and Connecting Beams on the Pile–Soil Interaction of Micropile Groups;Sensors;2024-08-22

2. Reliability updating for lateral failure of historic quay walls;Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards;2024-01-09

3. Evaluating stability of rigid-column-supported and geosynthetic-reinforced embankments;Geosynthetics International;2024-01-04

4. Lateral Performance of Single and Grouped of Hollow Bar Micropiles in Cohesionless Soil;Geotechnical and Geological Engineering;2024-01-03

5. Evaluation of the dynamic behavior of pile groups considering the kinematic force of the slope using centrifuge model tests;Soil Dynamics and Earthquake Engineering;2023-10