Study on the Unconfined Compressive Strength Prediction of Cement Solidified/Stabilized Soils According to Cement Content

被引：0
|
作者：
Zhang, Shi-You [1 ]
Chen, Yan-Guo [2 ]
Zhao, Zi-Wen [3 ]
机构：
[1] Henan Elect Power Survey & Design Inst, Zhengzhou 450007, Peoples R China
[2] Yellow River Engn Consulting Co, Zhengzhou 450003, Peoples R China
[3] Henan Zhonghui Elect Power Engn Consulting Co Ltd, Zhengzhou 450007, Peoples R China
来源：
International Conference on Mechanics, Building Material and Civil Engineering (MBMCE 2015) | 2015年
关键词：
Cement-stabilized Soil; Unconfined Compressive Strength; Curing Time; Cement Content; Prediction;
D O I：
暂无
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The strength characteristics of cement-stabilized soil were analyzed at different curing time or with different cement content. The strength data used for analysis were from unconfined compressive tests conducted in the laboratory. The experience formula was concluded which can predict the strength with different cement content. It has guiding significance for the design and construction of cement mixing pile.
引用
收藏
页码：399 / 403
页数：5
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