Stability analysis of reinforced retaining wall in an airport
ZHU Yan-peng1,2, LEI Fan1,2
1.College of Civil Engineering, Lanzhou University of Technology, 730050, Lanzhou, China; 2.Western Center of Disaster Mitigation in Civil Engineering of Ministry of Education, 730050, Lanzhou, China
Abstract：
In this paper author has used the finite element method strength reduction for analysis and calculation of geotextile reinforced retaining wall slope engineering in an airport, it focuses on analysis of geotextile reinforcement parameters and shear strength of soil. As can be seen from the calculation results. The geotextile reinforced soil retaining wall design scheme can effectively solve the potential risk of landslide slope, it can also. Ensure that the engineering stability to meet the design requirements, the same length of uniform distribution is the best reinforcement scheme of this project. The influence of the shear strength and the length of the reinforced material on the safety coefficient is obvious. In addition, finite element method strength reduction calculation for the geotextile reinforced retaining wall, it is able to make up for the deficiency of traditional design method, improve the design of safety and reliability and save engineering cost.
