Note on the Interaction Factor for Two Laterally Loaded Piles-Reference-Cited by-同舟云学术

Note on the Interaction Factor for Two Laterally Loaded Piles

Published:2008-11 Issue:11 Volume:134 Page:1685-1690
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Chen S. L.¹²,Chen L. Z.¹²

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai, People’s Republic of China; currently, PoroMechanics Institute, Mewbourne School of Petroleum and Geological Engineering, Univ. of Oklahoma, Norman, OK 73019.

2. Professor, Dept. of Civil Engineering, Shanghai Jiaotong Univ., Shanghai, People’s Republic of China.

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%282008%29134%3A11%281685%29

Reference12 articles.

1. Nonlinear analysis of pile groups;Basile F.;Proc. Inst. Civ. Eng. Geotech. Eng.,1999

2. Analysis of vertically loaded pile groups

3. Stiffness constants and interaction factors for vertical response of pile groups

4. Elastostatic load-transfer to a half-space from a partially embedded axially loaded rod

5. Three-dimensional finite element analysis of vertically loaded pile groups

Cited by 18 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. Lateral load sharing and response of piled raft foundation in cohesionless medium: An experimental approach;GEOMECH ENG;2024

2. Analysis of laterally loaded floating piles using a refined Tajimi model;International Journal for Numerical and Analytical Methods in Geomechanics;2024-04-24

3. Behaviors and group effects of pile composite foundation under lateral load;Results in Engineering;2023-03

4. Laterally loaded piles and pile groups partially embedded in transversely isotropic fractional viscoelastic saturated soils;Engineering Analysis with Boundary Elements;2023-01

5. A fictitious pile method for interaction factor of two laterally loaded piles in multilayered isotropic soils;Engineering Analysis with Boundary Elements;2022-12