Experimental study on the effects of water content to cement soil

被引：1

作者：

Wen, Yongqin ^{[1
]}

Shen, Xiangdong ^{[2
]}

Cui, Chao ^{[3
]}

Cui, Yaping ^{[4
]}

机构：

[1] Jilin Jianzhu Univ, Changchun 130118, Peoples R China

[2] Inner Mongolia Agr Univ, Hohhot 010018, Peoples R China

[3] Xing Supervis Co, Changchun 130118, Peoples R China

[4] Jilin Jianzhu Univ, Changchun 130118, Peoples R China

来源：

MECHANICAL ENGINEERING, MATERIALS SCIENCE AND CIVIL ENGINEERING II | 2014年 / 470卷

关键词：

Natural pumice powder; Cement composite soil; Strength; Triaxial test; Stress; -; strain; Water content;

D O I：

10.4028/www.scientific.net/AMM.470.1051

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

With pumice as the additive agent used in cement composite soil.In order to test the strength of the composite cement soil,the triaxial shear test were tested in the lab with different water content (10%,15%,20%,25%), different curing periods(7d,28d,60d),The results show that the strength of the composite cement soil first added,and then reduces, there is an optimum amount 15%.The pumice powder may evidently improve the mechanical properties of soft soil which has (t)he characteristic of rich-water content.

引用

页码：1051 / +

页数：2

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