A Simulation of Deflection for Lateral Loaded Single Pile by using Polynomial

2009 ◽  
Author(s):  
K.-H. Chen ◽  
L.-H. Wang ◽  
J.Y.-H. Chang
Keyword(s):  
Single Pile

scholarly journals Numerical Simulation of Predicting the Shaft Capacity of Single Pile in Unsaturated Soil

2020 ◽  
Vol 901 ◽  
pp. 012004
Author(s):  
Bushra S. Albusoda ◽  
Mohammad F. Abbas ◽  
Durgham A. Al-Hamdani
Keyword(s):  
Numerical Simulation ◽  
Unsaturated Soil ◽  
Single Pile ◽  
Shaft Capacity

Study and Application on Computational Methods for Ultimate Bearing Capacity of Single Pile

2008 ◽  
Vol 400-402 ◽  
pp. 329-334
Author(s):  
Ze Liang Yao ◽  
Zhen Jian ◽  
Guo Liang Bai
Keyword(s):  
Bearing Capacity ◽  
Computational Methods ◽  
Ultimate Bearing Capacity ◽  
Contact Element ◽  
Computational Formula ◽  
Single Pile ◽  
Foundation Design ◽  
Experiment Method ◽  
Contact Element Method ◽  
Element Method

It is difficult and important to accurately calculate single pile ultimate bearing capacity during pile foundation design. Typical computational methods on single pile ultimate bearing capacity are contrastively analyzed in this paper. Contact element method on single pile ultimate bearing capacity is relatively accurate and economical, but it isn’t used in practical projects until now because its computational process is complicated. 343 different single pile ultimate bearing capacities are calculated with the contact element method in order to study a simple computational formula based on the contact element method. All data calculated are analyzed with a linear recursive multi-analysis program which is programmed with Fortran90. A simple computational formula on the contact element method is presented based on the analysis results. The simple computational formula, the experiential formula in the code, the contact element method and the static load experiment method are respectively used to calculate single pile ultimate bearing capacity in two practical projects in order to test the simple computational formula. The results show that the simple computational formula is relatively accurate. Some advice is presented based on the analysis results.

Uplift Capacity of Single Pile Embedded in Partially Submerged Sand

2018 ◽  
Vol 22 (12) ◽  
pp. 4882-4890 ◽  
Author(s):  
A. Basha ◽  
W. R. Azzam
Keyword(s):  
Single Pile ◽  
Uplift Capacity

Prediction of Ultimate Bearing Capacity of Half-Screwed Pile by Integrated Exponential Function Model

2013 ◽  
Vol 353-356 ◽  
pp. 881-885
Author(s):  
Jian Xiong Liu ◽  
Yan Yan Gao ◽  
Xiu Hua Li
Keyword(s):  
Bearing Capacity ◽  
Functional Model ◽  
Ultimate Bearing Capacity ◽  
Model Solution ◽  
Least Square ◽  
Single Pile ◽  
Engineering Research ◽  
Exponential Functional ◽  
Practical Engineering ◽  
Difference Form

This study fitted the measured loading-settlement curve of half-screwed pilewith least square model solution of difference form of integrated exponential functional model, and predict ultimate bearing capacity of half-screwed pile according to the fitted curve of maximum curvature point. Combined with practical engineering research, the study explored the feasibility, rationality and limitations of predicting the half-screwed single pile ultimate bearing capacity with least square model solution of difference form of integrated exponential functional model, and provided the theoretical basis for the popularization and application of the half-screwed pile.

scholarly journals The First Construction of SPS (Single Pile Structure) in Japan

1996 ◽  
Vol 12 ◽  
pp. 133-138
Author(s):  
Koichi Omori ◽  
Keizo Fukushima ◽  
Mineyuki Sato ◽  
Yoshio Odaka ◽  
Nobuyuki Shibahara
Keyword(s):  
Single Pile
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