Nonlinear analysis of laterally loaded single pile in layered soil based on conical strain wedge model

Author:

Wang LixingORCID,Liu Xin,Wu WenbingORCID,El Naggar M. Hesham,Mei Guoxiong,Wen Minjie,Xu Meijuan,Liu Hao,Lu Chunhua

Publisher

Elsevier BV

Subject

Ocean Engineering,Environmental Engineering

Reference58 articles.

1. Lateral loading of a pile in layered soil using the strain wedge model;Ashour;J. Geotech. Geoenviron. Eng.,1998

2. Modeling lateral soil-pile response based on soil-pile interaction;Ashour;J. Geotech. Geoenviron. Eng.,2000

3. Laterally loaded isolated piles, drilled shafts and pile groups using the strain wedge model;Ashour,2004

4. Contribution of vertical skin friction to the lateral resistance of large-diameter shafts;Ashour;J. Bridge Eng.,2014

5. Investigation of the Lateral Resistance to Movement of a Plate in Cohesionless Soil;Bowman,1958

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