WANG Xun, LI Gang, LIU Yong, et al. Critical sliding prediction criterion of landslide based on constant deformation rate[J]. 2017, 38(12): 3670-3679.
DOI:
WANG Xun, LI Gang, LIU Yong, et al. Critical sliding prediction criterion of landslide based on constant deformation rate[J]. 2017, 38(12): 3670-3679.DOI: 10.16285/j.rsm.2017.12.035.
Critical sliding prediction criterion of landslide based on constant deformation rate
Based on the monitoring curves of landslide deformation
the early warning criteria are established separately by previous researchers according to the parameters such as the displacement rate
displacement tangent angle
and improved tangle angle. However
the uniformly fixed criterion is not sufficient for the early warning of the landslide
due to the significant differences in the characteristics of landslides. The applicable range of Time-time curve conversion was obtained by considering the improved tangential angle and the characteristic of creep strength. This study also analysed the developments of creep parameters during the constant velocity deformation stage
until reaching the constant or steady values by using the Nishihara model. The constant deformation rate can be regarded as a comprehensive external performance of the parameters in the creep process of the landslide. Moreover
it was inversely related to critical sliding tangential angle. The constant deformation rate and critical sliding tangential angle were obtained by dividing the stages and conversing Time-time curve of 16 typical graded landslides. There was a high correlation between them. By combing with the maximum tangential angle of the undisturbed landslide deformation process
the lower limit was used as the criterion of landslide warning to ensure the reliability of forecasting.
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Elastoplastic models and calculation analysis of portal double-row anti-slide piles
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Surface displacement field measurement for landslide model test based on computer aided inspection
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