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Effect of Temperature Gradients on the Frost Heave of a Saturated Silty Clay with a Water Supply
Publisher: American Society of Civil Engineers
Abstract: Frost heave is the primary cause of frost damage in cold regions. For frost-susceptible soils, water migration induced by a temperature gradient is a key factor in determining the frost heave of the soils with a water ...
Mechanical Damage Evolution and a Statistical Damage Model for Frozen Sandstone
Publisher: ASCE
Abstract: Negative temperature has an important influence on rock deformation and failure process. In a negative temperature environment, the pore water in rock partially turns into ice lenses. These changes in rock microstructure ...
An Elastoplastic Damage Model for Sandstone Considering the Compaction Effect and Freeze–Thaw Action
Publisher: ASCE
Abstract: The freeze–thaw (F-T) cycle is one of the weathering factors that can cause rapid deterioration of the mechanical properties of rocks and threaten the stability and durability of rock engineering in cold regions. To study ...