Nondimensional Solutions for Laterally Loaded Piles in Sand Considering Nonlinear Soil–Pile Interactions-Reference-Cited by-同舟云学术

Nondimensional Solutions for Laterally Loaded Piles in Sand Considering Nonlinear Soil–Pile Interactions

Published:2018-07 Issue:7 Volume:18 Page:04018077
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Su D.¹,Yan W. M.²,Bao X. H.³,Huang S.⁴

Affiliation:

1. Professor, College of Civil Engineering, Shenzhen Univ., Shenzhen 518060, China (corresponding author).

2. Senior Lecturer, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1142, New Zealand.

3. Associate Professor, College of Civil Engineering, Shenzhen Univ., Shenzhen 518060, China.

4. Ph.D. Student, College of Civil Engineering and Architecture, Guangxi Univ., Nanning 530004, China; formerly, Research Assistant, College of Civil Engineering, Shenzhen Univ., Shenzhen 518060, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001202

Reference47 articles.

1. Aglipay M. R. K. Konagai T. Kiyota and H. Kyokawa. 2015. “Simple formulation of the ultimate lateral resistance of single pile in cohesive soils based on active pile length.” In Proc. 6th Int. Conf. on Earthquake Geotechnical Engineering. London: International Society for Soil Mechanics and Geotechnical Engineering.

2. A numerical study into lateral cyclic nonlinear soil–pile response

3. p–y curve and lateral response of piles in fully liquefied sands

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