Analysis of soil resistance on laterally loaded piles based on 3D soil–pile interaction-Reference-Cited by-同舟云学术

Analysis of soil resistance on laterally loaded piles based on 3D soil–pile interaction

Published:2011-03 Issue:2 Volume:38 Page:248-257
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Kim Youngho,Jeong Sangseom

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference27 articles.

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

3. SALLOP: simple approach for lateral loads on piles;Briaud;J Geotech Geoenviron Eng,1997

4. Lateral resistance of piles in cohesiveness soils;Broms;J Soil Mech Found Div, ASCE,1964

5. Carter DP. A nonlinear soil model for predicting lateral pile response. Rep. No. 359, Civil Engineering Dept., Univ. of Auckland, New Zealand; 1984.

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