Stabilization of residual soil with rice husk ash and cement

被引:414
作者
Basha, EA
Hashim, R
Mahmud, HB
Muntohar, AS
机构
[1] Muhammadiyah Univ Yogakarta, JI HOS, Dept Civil Engn, Yogyakarta 55253, DI, Indonesia
[2] Univ Malaya, Dept Civil Engn, Kuala Lumpur 50603, Malaysia
关键词
chemical stabilization; cement; rice husk ash; residual soil;
D O I
10.1016/j.conbuildmat.2004.08.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Stabilization of residual soils is studied by chemically using cement and rice husk ash. Investigation includes the evaluation of such properties of the soil as compaction, strength, and X-ray diffraction. Test results show that both cement and rice husk ash reduce the plasticity of soils. In term of compactability, addition of rice husk ash and cement decreases the maximum dry density and increases the optimum moisture content. From the viewpoint of plasticity, compaction and strength characteristics, and economy, addition of 6-8% cement and 10-15% rice husk ash is recommended as an optimum amount. (c) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:448 / 453
页数:6
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