The experimental research of strength with solidifying agent on clay

DONG Yi-ning; ZHANG Qing-e; XU Ri-qing; GONG Xiao-nan

English Version Journal Login

您当前的位置：

首页 >

文章列表页 >

The experimental research of strength with solidifying agent on clay

更新时间：2026-06-25

- The experimental research of strength with solidifying agent on clay
- Vol. 29, Issue 2, (2008)
- 作者机构：
  
  1. 浙江水利水电专科学校,杭州,310000
  2. 浙江大学,杭州,310018
- 作者简介：
- 基金信息：
- DOI：
  CLC： TU472.5
- Online First：10 July 2013，
  
  Published：2008
- 稿件说明：
移动端阅览
DONG Yi-ning, ZHANG Qing-e, XU Ri-qing, et al. The experimental research of strength with solidifying agent on clay[J]. 2008, 29(2).
DOI：

DONG Yi-ning, ZHANG Qing-e, XU Ri-qing, et al. The experimental research of strength with solidifying agent on clay[J]. 2008, 29(2). DOI：

摘要

不同固化剂对软土的加固效果有一定差异，且固化土的强度特性愈来愈受到重视。通过不同掺入比和不同龄期时固化土（新型固化剂#Ι）的无侧限抗压强度试验结果，分析了掺入比、龄期对固化土强度的影响。试验结果表明，固化剂#1对黏土的加固效果优于水泥，固化土的强度为水泥土的1.5～2.4倍；固化剂强度与龄期、掺入比关系密切，不同掺入比时随龄期的增长固化土强度的变化也有所不同。

Abstract

With the application of new solidifying agent to ground engineering

the influence of solidifying agent on the strength of solidified clay is widely noticed. The variation of unconfined compressive strength of the clay improved with solidifying agent #Ι with different mixing ratios and ages are studied through the laboratory experiment. The data of unconfined compressive strength show that the stabilizing effect of the agent #I Ιis superior to that of cement.A prediction equation is developed for calculating the strength of stabilized clay by analyzing the experimental data.

关键词

Keywords

references

Views

1590

下载量

CSCD

Alert me when the article has been cited

提交

Tools

Publicity Resources

Experimental research on durability of solidified lead-contaminated soils under wetting-drying cycles

Strength characteristics of stabilized soils using industrial by-product binders

Effect of sewage on electrical resistivity and strength of cemented soil

Research on secondary consolidation of clay under different squeezing disturbance

A method for analyzing distribution characteristics of microstructural particle congeries

Related Author

CAO Zhi-guo

ZHANG Ding-wen

LIU Song-yu

DONG Xiao-qiang

SU Nan-nan

HUANG Xin-en

BAI Xiao-hong

LEI Hua-yang

Related Institution

School of Transportation, Southeast University

College of Architecture and Civil Engineering, Taiyuan University of Technology

Key Laboratory of Coal Science and Technology, Ministry of Education and Shanxi Province, Taiyuan University of Technology

College of Science, North University of China

Key Laboratory of Soft Soil Engineering Character and Engineering Environment of Tianjin, Tianjin Institute of Urban Construction

AI问答

⁰