A theoretical retention model for unsaturated uniform and graded soils
Modelling the relation between the degree of saturation and the suction (ie retention curve) is an important challenge for geotechnical engineering. It has a huge influence on the behavior of large soil constructions as levees, embankments, road earthworks. We present here a theoretical model of ret...
Main Authors: | , , , , |
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Format: | Article |
Language: | English |
Published: |
EDP Sciences
2016-01-01
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Series: | E3S Web of Conferences |
Online Access: | http://dx.doi.org/10.1051/e3sconf/20160911007 |