Resonant column experimental study of dynamic properties of
soft clay foundation with cement soil mixing piles

HU Xiu-qing; DONG Quan-yang; Lü Cheng-wei; WANG Jun; ZHUANG Xin-shan

doi:10.16285/j.rsm.2016.S2.043

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

Resonant column experimental study of dynamic properties of soft clay foundation with cement soil mixing piles

更新时间：2026-06-25

- Resonant column experimental study of dynamic properties of soft clay foundation with cement soil mixing piles
- Vol. 37, Issue S2, Pages: 343-348(2016)
- 作者机构：
  
  1. 温州大学建筑工程学院,浙江,温州,325035
  2. 温州大学浙江省软弱土地基与海涂围垦工程技术重点实验室,浙江,温州,325035
  3. 温州大学浙江省海涂围垦及其生态保护协同创新中心,浙江,温州,325035
  4. 湖北工业大学土木建筑与环境学院,湖北,武汉,430068
- 作者简介：
- 基金信息：
- DOI：10.16285/j.rsm.2016.S2.043
  CLC： TU443
- Online First：09 June 2018，
  
  Published：2016
- 稿件说明：
移动端阅览
HU Xiu-qing, DONG Quan-yang, Lü Cheng-wei, et al. Resonant column experimental study of dynamic properties of soft clay foundation with cement soil mixing piles[J]. 2016, 37(S2): 343-348.
DOI：

HU Xiu-qing, DONG Quan-yang, Lü Cheng-wei, et al. Resonant column experimental study of dynamic properties of soft clay foundation with cement soil mixing piles[J]. 2016, 37(S2): 343-348. DOI： 10.16285/j.rsm.2016.S2.043.

摘要

开展对水泥土搅拌桩软土地基土体试样的GDS（Global Distribution System）共振柱试验，研究不同剪应变、围压、水泥土置换率对土体动力特性的影响。结果表明，水泥土搅拌桩软土地基土体的动剪切模量G和阻尼比D随剪应变? 变化趋势与软黏土一致，在小应变范围内围压和置换率对土体的动剪切模量G和阻尼比D的影响显著，随着剪应变? 增大，围压和置换率的影响减弱；水泥土搅拌桩软土地基土体的最大动剪切模量Gmax与围压表现出良好的线性关系，围压越大，提高水泥土的置换率对土体最大动剪切模量Gmax增强效果越明显。研究结果可为地区水泥土搅拌桩软土地基土体动力参数的取值提供一定的参考。

Abstract

Through the Global Distribution System (GDS) resonant column tests on soft clay foundation with cement soil mixing piles samples

the effects of shear strain

cell pressure and replacement ratio of cement soil on dynamic properties are analyzed. The test results shows that

the change tendency of the dynamic shear modulus G and damping ratio D of the cement soil mixing pile soft clay foundation is the same as that of soft clay

the dynamic shear modulus G and damping ratio D of the soil are significantly influenced by the cell pressure and the replacement ratio in the small strain range; the influence is weakened with the increase of strain. The Gmax of soft clay foundation with cement soil mixing piles shows linear relationship with cell pressure; the enhancement effect on Gmax of the replacement ratio is significant at high cell pressure. The results can provide a reference for the dynamic parameters of the soft clay foundation with cement soil mixing piles.

关键词

Keywords

references

Views

326

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Experimental investigation on dynamic shear modulus and damping ratio of biocemented coral sand

Experimental study of dynamic shear modulus and damping ratio of CAS-1 lunar soil simulant

Experimental research on dynamic characteristics of undisturbed loess under pre-shearing stresses

Testing study of dynamic shear modulus and damping ratio of typical soils in Fuzhou area

A study on dynamic parameters and seismic response of interbedded soil

Related Author

LIU Lu

LI Shuai-xue

ZHANG Xin-lei

GAO Hong-mei

WANG Zhi-hua

XIAO Yang

ZHANG Yu

YU Fei

Related Institution

Research Center of Urban Underground Space, Nanjing Tech University

Jiangsu Province Engineering Research Center of Transportation Infrastructure Security Technology

School of Civil Engineering, Chongqing University

State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences

College of Water Resources and Architectural Engineering, Northwest A&F University, Yangling

AI问答

⁰