Paper Title:
The Application of New Blasting Technique on the Replacement of Soft Silt Foundation by Rock Filling
  Abstract

Based on the limit analysis equilibrium theory for the soft soil foundation under rock filling load, a new blasting technique is developed on the main mechanism to soften the strength of soft silt and to relieve the inside pressure of different kinds of soft soil, and a set of design method of blasting destressing is proposed to replace soft silt by rock filling. This technique is applied in the rock filling embankment of a waterfront airport project, which makes a breakthrough to the designed application limit of the current technical codes and acquires a favorable effect of replacement by rock filling.

  Info
Periodical
Advanced Materials Research (Volumes 383-390)
Chapter
Chapter 6: Casting and Solidification
Edited by
Wu Fan
Pages
1725-1729
DOI
10.4028/www.scientific.net/AMR.383-390.1725
Citation
J. X. Zhang, X. G. Wang, S. W. Chen, "The Application of New Blasting Technique on the Replacement of Soft Silt Foundation by Rock Filling", Advanced Materials Research, Vols. 383-390, pp. 1725-1729, 2012
Online since
November 2011
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Price
$32.00
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