Prediction of Soil–Water Retention Curves of Road Base Aggregate with Various Clay Fine Contents
Open Access
- 2 April 2022
- journal article
- research article
- Published by MDPI AG in Applied Sciences
- Vol. 12 (7) , 3624
Abstract
The invasion of clay fines can change the water retention properties of base layers significantly. There is no soil–water retention curve prediction equation that is capable of considering the effects of fines. In this study, the soil–water retention curves (SWRC) of road base aggregate with different fine contents (FC) were measured. The variations in inter-aggregate pores (formed by coarse grains) and intra-aggregate pores (formed by fines) with FC were deduced from the SWRC at different FCs. It was found that the inclusion of fines shifted and scaled the inter-aggregate pore distribution curves and scaled the intra-aggregate pore distribution curves. Based on this finding, a prediction equation for SWRC with consideration of the effects of FC was proposed. The feasibility of this equation was verified by comparing the predicted and measured results. The proposed model can be used to predict the SWRC of soil with different FCs.Keywords
Funding Information
- National Science Foundation for outstanding scholar in Zhejiang Province (No.LR21E08004)
- National Natural Science Foundation of China (No.51978611, No.51878513)
- Chinese Scholarship Council (No. 202006320250)
This publication has 35 references indexed in Scilit:
- Development of a Large-Scale Infiltration Column for Studying the Hydraulic Conductivity of Unsaturated Fouled BallastGeotechnical Testing Journal, 2013
- Mechanical characterisation of the fouled ballast in ancient railway track substructure by large-scale triaxial testsSoils and Foundations, 2012
- On the influence of coarse fragments on soil water retentionWater Resources Research, 2009
- Predicting Bimodal Soil–Water Characteristic CurvesJournal of Geotechnical and Geoenvironmental Engineering, 2005
- Effect of Fines and Confining Stress on Undrained Shear Strength of Silty SandsJournal of Geotechnical and Geoenvironmental Engineering, 1998
- Determination of Shear Strength Parameters of Unsaturated Silts and Sands Based on the Water Retention CurveGeotechnical Testing Journal, 1997
- The relationship of the unsaturated soil shear strength to the soil-water characteristic curveCanadian Geotechnical Journal, 1996
- Model for the prediction of shear strength with respect to soil suctionCanadian Geotechnical Journal, 1996
- Equations for the soil-water characteristic curveCanadian Geotechnical Journal, 1994
- A Closed‐form Equation for Predicting the Hydraulic Conductivity of Unsaturated SoilsSoil Science Society of America Journal, 1980