4A1--Qadi I L, Elseifi M A, Leonard D. Development of an Overlay Design Model for Reflective Cracking with and Without Steel Reinforcing Nettings [J]. Journal of the Association of Asphalt Paving Technologists, 2003, 72:388--423.
5Elseifi M A, A1-Qadi I L. Effectiveness of Steel Rein- forcing Nettings in Combating Fatigue Cracking in New Pavement Systems [J]. Journal of Transportation Engi- neering, 2005, 131(1):37--45.
6奥夫契尼·马克菲尔集团.路面加筋工程[z].2009.
7Veys J. Steel Reinforcement for the Prevention of Crack- ing and Rutting in Asphalt Overlays [A]. Proceedings of the 3rd International RILEM Conference- Reflective Cracking in Pavements [C]. London: E&FN Spon, 1996 : 402--411.
8Vanelstraete A, Francken L. Laboratory Testing and Numerical Modelling of Overlay Systems on Cement Con- crete Slabs [A]. Proceedings of the 3rd International RILEM Conference--Reflective Cracking in Pavements [C]. London: E&FN Spon, 1996: 211--220.
9Tesoriere G, Ticali D. II Comportamento Delle Pavimentazioni Stradali All' azione Tangenziale Dei Carichi [J]. Rivista Le Strade, 2003, (7--8) : 108--114.
10Tesoriere G, Ticali D. Verifica Sperimentale Sul Comportamento delle Pavimentazioni Stradali di tipo Flessibile Rinforzate con rete Metallica all'Azione Tan- genziale dei Carichi [J]. Rivista Le Strade, 2004, (11):160--165.
3Xiaolin Weng1,2,Wei Wang3 1 Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang’an University,Xi’an,710064,China 2 CCCC First Highway Consultants Co.,Ltd.,Xi’an,710068,China 3 Henan Vocational and Technical College of Communications,Zhengzhou,450005,China.Influence of differential settlement on pavement structure of widened roads based on large-scale model test[J].Journal of Rock Mechanics and Geotechnical Engineering,2011,3(1):90-96. 被引量：12
