Paper Title:
Artificial Neural Network Model for Time-Dependent Vertical Bearing Capacity of Preformed Concrete Pile
  Abstract

Mechanism of time effect on vertical ultimate bearing capacity (VUBC) of preformed concrete pile is analyzed. The effect strongly depends on seven parameters of pile engineering. Pile length, area of pile section, soil friction angle, soil consolidation coefficient, soil elastic module and time after pile installation and pile type are them. Considering time effect and soil consolidation, artificial neural network model to predict this time-dependent VUBC is established. Input layer includes seven parameters discussed above. Conjugate gradient method is adopted to train the net. Based on calculation of practical piles, results of the model are found to be in good agreement with field tests, and the efficiency of the present model is signalized.

  Info
Periodical
Edited by
Honghua Tan
Pages
226-230
DOI
10.4028/www.scientific.net/AMM.29-32.226
Citation
T. Xia, W. Wang, X. N. Wang, "Artificial Neural Network Model for Time-Dependent Vertical Bearing Capacity of Preformed Concrete Pile", Applied Mechanics and Materials, Vols. 29-32, pp. 226-230, 2010
Online since
August 2010
Export
Price
$32.00
Share

In order to see related information, you need to Login.

In order to see related information, you need to Login.

Authors: Shu Wen Cao, Dong Zhao, Jun Qing Liu
Abstract:To provide guidance to engineering practice, the reliability of the vertical bearing capacity of single steel pipe pile is analyzed. The FOSM...
5669
Authors: Xin Gui Zhang, Xiang Gang Kong, Zhen Song
Abstract:In this paper, based on measured data of practical engineering, the characters of single short pile under the static vertical load action in...
193
Authors: Xin Quan Wang, Jiu San Wei, Yong Hui Chen
Abstract:Y-shaped vibro-pile (referred to as Y-Section pile) is a newly developed pile based on traditional circular driven cast-in-place pile and the...
1247
Authors: Pei Yuan Lin, Lian Sheng Tang, Qing Feng Ding
Chapter 6: Construction Technology
Abstract:On the basis of analyzing the occurring mechanism of pile skin friction, pile-soil relative displacement difference function is introduced,...
1858
Authors: Li Jun Zhou, Ziai Lu, Wen Juan Wang
Chapter 1: Geological and Geotechnical Engineering
Abstract:Pile foundation design has gradually used the super-long pile structure form with the port and offshore engineering construction developing...
471