Please use this identifier to cite or link to this item: https://hdl.handle.net/10356/101225
Title: Water characteristic curve of soil with bimodal grain-size distribution
Authors: Satyanaga, Alfrendo
Rahardjo, Harianto
Leong, Eng Choon
Wang, Jing-Yuan
Keywords: DRNTU::Engineering::Civil engineering::Geotechnical
Issue Date: 2013
Source: Satyanaga, A., Rahardjo, H., Leong, E.-C., & Wang, J.-Y. (2013). Water characteristic curve of soil with bimodal grain-size distribution. Computers and geotechnics, 48, 51-61.
Series/Report no.: Computers and geotechnics
Abstract: Soil–water characteristic curve (SWCC) is the most fundamental and important soil property in unsaturated soil mechanics. It has been used for analyzing slope stability due to the infiltration of rainfall into slopes and water flow in unsaturated embankments. Generally, SWCC is obtained by laboratory tests. However high cost, long duration and difficulty of the tests impede the application of unsaturated soil mechanics to practical design or analysis. Therefore, several equations have been developed to predict the SWCC using grain-size distribution (GSD) curve. However, most of the equations were limited to soils with unimodal characteristics and the parameters of the equations are not related to the physical properties of the soil. In this paper, an equation to predict SWCC for soils with bimodal characteristics is proposed. The parameters of the proposed equation are related to the physical properties of soil and the variables of SWCC closely. The proposed equation is evaluated with data from the literature and laboratory tests carried out in this study. In addition, the computer codes for the computation of the predicted bimodal SWCC are presented.
URI: https://hdl.handle.net/10356/101225
http://hdl.handle.net/10220/16746
ISSN: 0266-352X
DOI: 10.1016/j.compgeo.2012.09.008
Fulltext Permission: none
Fulltext Availability: No Fulltext
Appears in Collections:CEE Journal Articles

Google ScholarTM

Check

Altmetric


Plumx

Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.