Numerical Calculation of Micro-Plie in Slope Engineering

Abstract:

In order to conduct the numerical simulation of rock and soil slope strengthened by the micro-pile with reinforced bar, FEM strength reduction is combined with the program of FLAC which possesses the function of analyzing tensile and shear failure. The micro-pile is under plastic state due to its mechanic features. Solid element and ideal elastic-plastic constitutive model of Mohr-Coulomb are applied as the rock and soil mass and pile. The calculation model can work out the safety factor of slope, the dynamic changing process of pile deformation and failure, the failure mode of slope after strengthened by micro-pile. Then the structural element of pile is used to simulate piles, which can obtain the bending moment and shear force. The beam element is used to simulate the coupling beam. So the layout principle of inner force before the failure can be calculated.

• Periodical: Applied Mechanics and Materials (Volumes 644-650)
• Pages: 5113-5120
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.644-650.5113
• Online since: September 2014
• Authors: Xiao Song Tang*, Jian Ping Xin, Ying Ren Zheng
• Keywords: Elastic-Plastic Constitutive Model, Micro-Pile, Numerical Calculation, Slope Engineering

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