Experimental research on dynamic consolidation method of hydraulic filled sand

HU Bo; WANG Ren; HU Ming-jian; WANG Xin-zhi

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Experimental research on dynamic consolidation method of hydraulic filled sand

更新时间：2026-06-25

- Experimental research on dynamic consolidation method of hydraulic filled sand
- Vol. 28, Issue S1, (2007)
- 作者机构：
  
  中国科学院武汉岩土力学研究所岩土力学与工程国家重点实验室,武汉,430071
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU411
- Online First：28 March 2014，
  
  Published：2007
- 稿件说明：
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HU Bo, WANG Ren, HU Ming-jian, et al. Experimental research on dynamic consolidation method of hydraulic filled sand[J]. 2007, 28(S1).
DOI：

HU Bo, WANG Ren, HU Ming-jian, et al. Experimental research on dynamic consolidation method of hydraulic filled sand[J]. 2007, 28(S1). DOI：

摘要

以某海湾工程为例，详细介绍了强夯加固吹填砂地基的试验方案，分析了孔隙水压力增长和消散规律。通过各种原位测试和室内土工试验对强夯加固效果进行评价，并得出地基的有效加固深度，为类似工程的设计施工提供借鉴。

Abstract

Taking a bay project for example

the experiment scheme of dynamic consolidation method on hydraulic filled sand is introduced in detail. The increasing and duration laws are analyzed. Before and after the experiment all kinds of in-situ tests and soil mechanics laboratory tests are carried out in order to make a conclusion of the efficiency of foundation improvement by dynamic consolidation method

and the effective depth of the improvement of foundation is calculated so as to provide an example for such engineering designs.

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