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Instability and Static Liquefaction on Proportional Strain Paths for Sand at Low Stresses
Publisher: American Society of Civil Engineers
Abstract: The behavior of Hostun RF sand on proportional strain paths at low confining pressures (20 to 100 kPa) is considered in this paper. In such paths, a constant dilation rate is imposed during shear. The usual features of ...
Failure and Dilatancy Properties of Sand at Relatively Low Stresses
Publisher: American Society of Civil Engineers
Abstract: Analysis of geotechnical problems concerned by low confinement such as design of shallow foundations and analysis of slope stability and soil liquefaction requires modeling of the soil behavior at low stresses. This note ...
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