Finite Element Analysis of Anti-reflective Crack for Geosynthetic in Asphalt Overlay of Airport Runway

摘要：

　　To make clear the work mechanism of geosynthetic in asphalt overlay under the aircraft wheel loads,one 3D dimension finite element model was constructed on the basis of the general purpose finite element software ABAQUS.Numerical calculation results with different geosynthetic modulus are presented in this paper,and show that it is very limited for geosynthetic to reduce bottom stress and surface deformation of asphalt overlay,and asphalt overlay bottom is in compression state,thus,geosynthetic can not exert its film tension function,namely the main role ofgeosynthetic is not to bear loads together with asphalt overlay,but to improve stress state of asphalt overlay for preventing cracks appearance or delaying cracks expansion.

关键词： Geosynthetic Reflective crack Finite element method Asphalt overlay Airport runway

作者: Zhigang Luo Yan Liu Suiyuan Wang Bo Diao

作者单位: China Airport Construction Group Corporation of CAAC,111 North 4th Ring East Rd,Chaoyang District,Be Key Laboratory of Road Structure & Material,Research Institute of Highway,MOT,08 Xitucheng Rd,Haidia Beijing University of Aeronautics and Astronautics,37 Xueyuan Rd,HaiDian District,Beijing,100091,Chi

会议类型: 国际会议

会议名称: the 2012 2nd International Conference on Frontiers of Manufacturing Science and Measuring Technology (第二届制造科学与检测技术国际会议(ICFMM 2012))

会议地点: 西安

会议语种:英文

页码: 847-850

在线出版日期: 2012-06-12（万方平台首次上网日期，不代表论文的发表时间）