Residual-state creep of clastic soil in a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China

• DOI: 10.1007/s10346-018-1043-8
• Publication Date: 2018-07-27T14:29:40Z
• Authors: Shun Wang; Wei Wu; Jinge Wang; Zhenyu Yin; Deshan Cui; Wei Xiang
• Keywords: 550; Residual shear strength state; 0211 other engineering and technologies; Clastic soil; Reactivated landslide; Long-term strength; 02 engineering and technology; Ring shear

We study the creep properties of clastic soil in residual state. The intact samples are taken from a reactivated slow-moving landslide in the Three Gorges Reservoir Region, China. Firstly, the patterns of the landslide movement are analysed based on recent monitoring data, which indicate that the soil within the shear zone is undergoing two deformation processes: a creep phase, characterised by different creep rates, and a dormant phase. We then study the creep behaviour of the soil samples through a series of ring shear creep tests under various shear stress conditions. The creep response depends strongly on the ratio of the shear stress to the residual strength, and the normal effective stress, whereas the creep rate decreases due to strength regain. The long-term strength of the clastic soil is close to the residual strength. Therefore, the residual strength obtained from conventional shear test, which is less time consuming than creep test, can be used in long-term stability analyses of creeping landslides.