Pile foundation design for impact loading

1968 ◽  
Vol 5 (5) ◽  
pp. 339-342
Author(s):  
G. N. Stepanov
2021 ◽  
Vol 820 (1) ◽  
pp. 012019
Author(s):  
Qingwen Guo ◽  
Baohua Guo ◽  
Yelan Zhu ◽  
Huihui Wang ◽  
Zhe Meng

2009 ◽  
Author(s):  
Ya Li ◽  
Xingnian Chen ◽  
Shejun Fan ◽  
Jean-Louis Briaud ◽  
Hamn-Ching Chen

2012 ◽  
Vol 203 ◽  
pp. 325-328
Author(s):  
Xin Jie Chu

This paper analyzes the stability and structural optimization of self-elevating platform pile foundation, preliminarily discusses the method of analyzing the bearing capacity of the layer soil foundation, and establishes the numerical computation models for the whole platform, pile, pile shoe, etc. Besides, through these analyses, the pile structure is optimized, and the stress concentration in the joint between pile and pile shoe is reduced. Also, this study is of reference value for the analysis on the self-elevating platform pile foundation design and the platform operation stability.


Géotechnique ◽  
2003 ◽  
Vol 53 (10) ◽  
pp. 847-875 ◽  
Author(s):  
M. F. Randolph

2013 ◽  
Vol 477-478 ◽  
pp. 499-502
Author(s):  
Sheng Feng Zou ◽  
Jing Yu Zhang ◽  
Shi Ji Wang ◽  
Yi Han ◽  
Chuan Wang

The computing of end-bearing capacity of pile has vital significances for foundation design while the foundations analysis is usually problematic due to those diverse soils and engineering conditions. Though various CPT-based methods which have already been applied in numerous huge engineering practices are available for the analysis of pile foundation bearing capacity home and abroad, there still seemed lacking legitimate guidance assisting to select these formulations quite effectively. In this paper, five CPT-based design methods are compared in deep, the realization through computer program is also presented, with the capacity data accumulated from pile engineering coming into mind, we are on the way to making designers choose better methods during the designing process.


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