Two Chain model for deformation and stability prediction of expansive soil slope is the framework for this research, in which it is considered that the reduction of strength of expansive soils during infiltration is mainly resulted on two aspects: 1) soils characteristics variation and 2) suction reduction while water content increasing. Focused on the former in this paper, the fissures of expansive soils regarded as most important characteristics are analyzed through laboratory test, field obser...
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