Paper Title:
Numerical Simulation Analysis for Enclosure Piles Cracking of a Deep Pit Foundation
  Abstract

Based on the appearance of crack of enclosure piles on a foundation pit, Midas GTS is adopted to establish the finite element model. Through the numerical simulation, the influence of the direction of wind load, wind scale and prestress of anchor are analyzed, the worst wind load direction, unfavorable construction condition, maximum moment of enclosure piles are ensured, crack width in different disadvantageous factors are calculated, which provides a guide for continuous construction.

  Info
Periodical
Chapter
Chapter 3: Mechanics of Materials
Edited by
Yongping Zhang, Linhua Zhou and Elwin Mao
Pages
276-280
DOI
10.4028/www.scientific.net/AMM.109.276
Citation
J. C. Zhang, Y. K. Yang, Y. Xu, "Numerical Simulation Analysis for Enclosure Piles Cracking of a Deep Pit Foundation", Applied Mechanics and Materials, Vol. 109, pp. 276-280, 2012
Online since
October 2011
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