Study on Consolidation Mechanism of Debris Flow Deposit

Abstract:

The damage of debris flow effected on highway subgrade, pavement, protective structure, bridge and culvert laid on debris flow impact fracture and buried damage. Thus far, research on debris flow burying mechanism is still fuzzy. According to the two-phase flow theory of debris flow deposit, analyzed the consolidation mechanical mechanism of highway debris flow deposit. On the basis of Terzaghi one-dimensional consolidation theory, established the consolidation formula, which described the change process of excess pore water pressure, consolidation degree, settlement and compression with the consolidation time and deposit size, and then verified the correctness and feasibility of the formula by the indoor consolidation test. It adopted these results and combined it with the field survey data, it could develop a proper program for emergency mitigation of highway debris flow buried disaster more quickly and accurately.

• Periodical: Advanced Materials Research (Volumes 446-449)
• Pages: 1674-1684
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.446-449.1674
• Online since: January 2012
• Authors: Hong Kai Chen, Xiao Ying He, Ying Zhong, Hong Mei Tang
• Keywords: Consolidation Mechanism, Model Test, Viscous Debris Flow

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