Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stability analysis of slope engineering based on MIDAS rainfall
Based on the fluid-solid coupling theory of unsaturated soil, MIDAS GTS NX was used to simulate and analyze the effects of anti-slide pile, anchor bolt, anchor bolt + anti-slide pile reinforcement on the plastic zone, overall displacement and safety factor of slope under heavy rainfall conditions, and the reinforcement effects of different supporting measures were discussed according to the numerical analysis results. The results show that the slope is easy to produce landslide phenomenon without reinforcement under the condition of continuous rainstorm. The anti-slide pile + prestressed anchor reinforcement can improve the shear strength and stability of the slope soil, and the overall displacement of the slope decreases obviously.
Stability analysis of slope engineering based on MIDAS rainfall
Based on the fluid-solid coupling theory of unsaturated soil, MIDAS GTS NX was used to simulate and analyze the effects of anti-slide pile, anchor bolt, anchor bolt + anti-slide pile reinforcement on the plastic zone, overall displacement and safety factor of slope under heavy rainfall conditions, and the reinforcement effects of different supporting measures were discussed according to the numerical analysis results. The results show that the slope is easy to produce landslide phenomenon without reinforcement under the condition of continuous rainstorm. The anti-slide pile + prestressed anchor reinforcement can improve the shear strength and stability of the slope soil, and the overall displacement of the slope decreases obviously.
Stability analysis of slope engineering based on MIDAS rainfall
Saxena, Sandeep (Herausgeber:in) / Subramaniam, Kannimuthu (Herausgeber:in) / Lv, Zhan shu (Autor:in)
International Conference on Cloud Computing, Performance Computing, and Deep Learning (CCPCDL 2023) ; 2023 ; Huzhou, China
Proc. SPIE ; 12712
25.05.2023
Aufsatz (Konferenz)
Elektronische Ressource
Englisch
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