2013•Applied Mechanics and MaterialsOpen access

Analysis of the Reliability of Soil Nailing Supporting Structure

Chen Yi Hui, Yan Peng Zhu

Abstract

Based on the limit equilibrium theory and the failure model of the soil nailing structure, used the circular slice method and the geometric relationship of circular sliding surface with the center of the circle to derive the stability coefficient formula. The most dangerous slip surface was searched by genetic algorithm. To establish the reliability analysis function through the stability coefficient formula. Finally, the reliability calculation of engineering examples, compared the results with the Monte Carlo method, the reliability analysis method was reasonable and valid.

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Key concepts: Soil nailing, Reliability (semiconductor), Monte Carlo method, Mathematics, Stability (learning theory), Slip (aerodynamics), Structural engineering, Applied mathematics