Paper Title:
Experimental Study on Optimization Design of Variable Diameter Pile-Raft Foundation
  Abstract

Test model who’s scale is 1:10 was established. According to the actual engineering, through the model test, the laws about the settlement of the pile-raft foundation, vertical and horizontal settlement of soil, pile force, soil force and pile-soil stress ratio were studied under natural foundation, uniform and variable diameter pile-raft foundation. It can provide theoretical basis for Future research the pile raft foundation.

  Info
Periodical
Chapter
Chapter 1: Applied Mechanics Mechanical Engineering
Edited by
Honghua Tan
Pages
240-245
DOI
10.4028/www.scientific.net/AMM.138-139.240
Citation
W. Y. Wang, T. Zhao, "Experimental Study on Optimization Design of Variable Diameter Pile-Raft Foundation", Applied Mechanics and Materials, Vols. 138-139, pp. 240-245, 2012
Online since
November 2011
Export
Price
$32.00
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