Effects of coarse-grained materials on properties of residual soil

被引:76
|
作者
Indrawan, IGB [1 ]
Rahardjo, H [1 ]
Leong, EC [1 ]
机构
[1] Nanyang Technol Univ, Sch Civil & Environm Engn, Singapore 639798, Singapore
关键词
residual soil; soil mixtures; coarse-grained materials; hydraulic properties; soil-water characteristic curve; permeability function; shrinkage characteristics;
D O I
10.1016/j.enggeo.2005.10.003
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
Residual soils are generally characterised by a low coefficient of permeability and high shrinkage potential. Several soil improvement methods can be applied to overcome these problems, including mixing the residual soil with coarse-grained soils. In order to study the effects of varying coarse-grained materials on the hydraulic properties and shrinkage characteristics of residual soils, a local residual soil was mixed with different percentages of a gravelly sand and a medium sand. The hydraulic properties and shrinkage potential of the residual soil and the soil mixtures were investigated. The measurements showed that increasing the amount of coarse-grained materials increased the saturated permeability and reduced the shrinkage potential of the residual soil mixture. Increasing the amount of coarse-grained materials in the residual soil produced changes in several key parameters of soilwater characteristic curve (e.g., the slope, the air-entry value, the residual matric suction, and the residual volumetric water content), as well as the unsaturated permeabilities of the soil mixtures. (c) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:154 / 164
页数:11
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