Research on resilient modulus of soft foundation dealt with blasting

SHU Yang; YAN Shu-wang; YANG Bing; LIU Run

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Research on resilient modulus of soft foundation dealt with blasting

更新时间：2026-06-25

- Research on resilient modulus of soft foundation dealt with blasting
- Vol. 28, Issue 10, (2007)
- 作者机构：
  
  1. 天津大学建筑工程学院,天津,300072
  2. 中国科学院力学所,北京,100080
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU472.9
- Online First：15 October 2013，
  
  Published：2007
- 稿件说明：
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SHU Yang, YAN Shu-wang, YANG Bing, et al. Research on resilient modulus of soft foundation dealt with blasting[J]. 2007, 28(10).
DOI：

SHU Yang, YAN Shu-wang, YANG Bing, et al. Research on resilient modulus of soft foundation dealt with blasting[J]. 2007, 28(10). DOI：

摘要

简要介绍了自洽方法和爆炸法处理软土地基的工作原理，并用自洽方法计算爆炸法处理的软土地基的回弹模量，计算结果和试验结果符合较好。试验证明了用自洽方法计算爆炸法处理软土地基的回弹模量是可行的。

Abstract

Based on a brief introduction of the self-consistent method and the theory of soft foundation dealt with blasting method

this paper calculates some resilient modulus

which are largely in accordance with the data in the experiments. The results justify the practicability of calculating the resilient modulus of the soft foundation with self-consistent method.

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