Soil-Pile Interaction for a Small Diameter Pile Embedded in Granular Soil Subjected to Passive Loading-Reference-Cited by-同舟云学术

Soil-Pile Interaction for a Small Diameter Pile Embedded in Granular Soil Subjected to Passive Loading

Published:2014-05 Issue:5 Volume:140 Page:04014002
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Suleiman Muhannad T.¹,Ni Lusu²,Helm Jeffrey D.³,Raich Anne⁴

Affiliation:

1. Peter C. Rossin Assistant Professor, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015 (corresponding author).

2. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Lehigh Univ., Bethlehem, PA 18015.

3. Associate Professor, Dept. of Mechanical Engineering, Lafayette College, Easton, PA 18042.

4. Associate Professor, Dept. of Civil and Environmental Engineering, Lafayette College, Easton, PA 18042.

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.1943-5606.0001081

Reference69 articles.

1. Soil–Pile Response to Blast-Induced Lateral Spreading. I: Field Test

2. ASTM. (2006a). “Standard test methods for maximum index density and unit weight of soils using a vibratory table.” D4253-06 West Conshohocken PA.

3. ASTM. (2006b). “Standard test methods for minimum index density and unit weight of soils and calculation of relative density.” D4254-06 West Conshohocken PA.

4. ASTM. (2007). “Standard test methods for deep foundations under lateral load.” D3966-07 West Conshohocken PA.

Cited by 32 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. Effect of Newly Built Embankments on Existing Bridge Piles Passing through Beaded Karst Caves;International Journal of Geomechanics;2024-06

2. Large-Scale 1-g Model Tests on the Interaction Between Excavation Support Structure and Nearby Multi-Type Cushioned Piled Rafts: A Comparative Study;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2023-10-15

3. Experimental Investigation on Performances of Battered Piles Resisting Embankment-Induced Lateral Soil Movement;Applied Sciences;2023-09-15

4. Energy-Based Approach: Analysis of a Laterally Loaded Pile in Multi-Layered Non-Linear Elastic Soil Strata;Geotechnics;2022-07-07

5. Digital Evaluation of Vertical Compressive Bearing Capacity for Jet Grouting Pile-Mini Steel Pipe Pile Composite Foundation;Mathematical Problems in Engineering;2022-05-11