Influence of soil type on stabilization with cement kiln dust

被引：241

作者：

Miller, GA

Azad, S

机构：

[1] Univ Oklahoma, Sch Civil Engn & Environm Sci, Norman, OK 73019 USA

[2] Bridgefarmer & Associates Inc, Dallas, TX 75251 USA

来源：

CONSTRUCTION AND BUILDING MATERIALS | 2000年 / 14卷 / 02期

关键词：

cement kiln dust; soil; stabilization;

D O I：

10.1016/S0950-0618(00)00007-6

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

A laboratory study was undertaken to evaluate the effectiveness of cement kiln dust (CKD) as a soil stabilizer. The study revealed that increases in the unconfined compressive strength (UCS) of soil occurred with the addition of CKD. Increases in UCS were inversely proportional to the plasticity index (PI) of the untreated soil. Significant PI reductions occurred with CKD treatment, particularly for high PI soils. Measurements indicate that the change in pH of soil as a function of CKD content is related to the PI of the untreated soil, and good correlation between pH response and performance of CKD treated soil was observed. (C) 2000 Elsevier Science Ltd. All rights reserved.

引用

页码：89 / 97

页数：9

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