Experimental study of correlation of dynamic compaction for foundation backfilled with crushed stone

AN Chun-xiu; HUANG Lei; HUANG Da-yu; GONG Xiao-nan

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Experimental study of correlation of dynamic compaction for foundation backfilled with crushed stone

更新时间：2026-06-25

- Experimental study of correlation of dynamic compaction for foundation backfilled with crushed stone
- Vol. 34, Issue S1, (2013)
- 作者机构：
  
  1. 浙江省电力设计院,杭州,310012
  2. 浙江大学城市和滨海岩土工程研究中心,杭州,310058
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU43
- Online First：09 June 2014，
  
  Published：2013
- 稿件说明：
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AN Chun-xiu, HUANG Lei, HUANG Da-yu, et al. Experimental study of correlation of dynamic compaction for foundation backfilled with crushed stone[J]. 2013, 34(S1).
DOI：

AN Chun-xiu, HUANG Lei, HUANG Da-yu, et al. Experimental study of correlation of dynamic compaction for foundation backfilled with crushed stone[J]. 2013, 34(S1). DOI：

摘要

在高填方地基强夯处理过程中检测与评价强夯质量是整个工程中非常重要的一部分。对某1 000 kV特高压变电站工程高填方碎石土回填强夯地基，从理论和实践的角度出发，研究瑞利波（RWT）、动力触探（DPT）和静载荷（PLT）各试验结果的相关性，表明瑞利波和动力触探试验结果可以验证静载荷试验结果。前两者可作为强夯地基检测的间接手段，适当减少费用昂贵、历时较长的静载荷试验，节省工程造价和加快工程进度。由试验结果拟合出各试验结果之间的数学表达式表明，剪切波速和地基承载力特征值近似服从幂函数相关，与变形模量和超重型动力触探击数近似服从指数函数相关，可推测出强夯地基有效加固深度和其他地基土力学参数。根据强夯有效加固深度实测结果，提出基于梅拉公式计算结果的修正系数在0.24~0.27之间，其结果可供类似工程的设计及施工参考。

Abstract

The testing and evaluation about the quality of dynamic compaction is a very important part during high embankment foundation improvement. Based on the theory and practice

the correlation of the test results between Rayleigh wave test(RWT)

dynamic penetration test(DPT) and pile static load test(PLT) were studied according to the 1 000 kV ultra-high voltage(UHV) substation. Showing that the results of RWT and DPT can verify the results of PLT

and the first two can be used as indirect means for dynamic compaction detection

which may be appropriate to reduce the assignments of PLT which costs so much and lasts so longer. According to the test results

the mathematical expression of the test results are fitted. Based on the results

the relationship of Vs and fk can be expressed by power function

and the relationship between Vs and E0 and N120 can be expressed by exponential function. And the effective reinforcement depth of dynamic compaction and other soil mechanical parameters are inferred. Based on the measured value of the effective reinforcement depth of dynamic compaction

the correction coefficient from 0.24 to 0.27 were putted forward according to Menard formula. The research results will provide certain reference value for the similar projects.

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