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    Effect of Temperature Gradients on the Frost Heave of a Saturated Silty Clay with a Water Supply 

    Source: Journal of Cold Regions Engineering:;2017:;Volume ( 031 ):;issue: 004
    Author(s): Mingyi Zhang; Xiyin Zhang; Shuangyang Li; Jianguo Lu; Wansheng Pei
    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 ...
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    Mechanical Damage Evolution and a Statistical Damage Model for Frozen Sandstone 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 04022184
    Author(s): Yongchun Zhao; Shuangyang Li; Lianghong Shi; Jiale Yang; Jianyuan Zhao
    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 ...
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    An Elastoplastic Damage Model for Sandstone Considering the Compaction Effect and Freeze–Thaw Action 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005:;page 04024069-1
    Author(s): Yongchun Zhao; Shuangyang Li; Jianyuan Zhao; Lianghong Shi; Qi Jiang; Huaitai Zhu
    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 ...
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