1Tensar Technical Note,BR96.Design Guideline for Flexible Pavements with Tensar Geogrid Reinfored Base Layers,Tensar Corporation.April,1996.
2Huntington G,Ksaibati K.Evaluation of Georid-Reinfored Granular Base[J].Geotechnical Fabrics Reports,Jan/Feb,2000.
3王钊.国外土工合成材料的应用研究[J].香港:现代知识出版社,2002.
4AASHTO Designation:M288-97.Geotextile specification for highway application,Standard specification for transport materials and method of sampling and testing[S].9th edition.1998.
6Cheng Mao,Changfa Ai,Bin Huang. Cracking con - trol of semi - rigidpavement layers in cold regions and construction technique, washing-ton :ASCE’2007.
7Bassam Saad, Hani Mitri, Hormoz Poorooshashb. 3D FE analysis offlexible pavement with geosynthetic reinforcement. Journal of Transpor-tation Engi - neering,2006(5) :402 -415.
8Ali Khodaii,Shahab Fallah, Fereidooon Moghadas Nejad. Effects ofgeosynthetics on reduction of re - flection cracking in asphalt over-lays. Geotextiles and Geomembranes,2009(27) :1-8.
9Prieto J N, Gallego J, Perez I. Application of the wheel reflectiVe crack-ing test fof assessing geosyn - thetic in anti - reflection pavement crack-ing systems. Geosynthetics International,2007,14(5) :287 -297.
10Hema Siriwardane, Raj Gondle, Bora Kutuk. Analysis of flexible pavementsreinforced with geogrids[ J]. Geotech Geol Eng,2010(28) :287 - 297.