LING Zhong,LIU Dun-ping,KUAI Xing-cheng,et al.Foundation Treatment for Structures Under High Embankments[J].Central South Highway Engineering,2005,30(2):91-94.
[2]
DASGUPTA A,SENGUPTA B.Large-scale Model Test on Square Box Culvert Backfilled with Sand[J].Journal of Geotechnical Engineering,1991,117(1):156-161.
KUAI Xing-cheng,LIU Xian-wei,PAN Cheng-jin.Theoretical Analysis on Ultimate Load of Foundation Soil of Constructions in Highway[J].Central South Highway Engineering,2006,31(2):80-83,92.
[10]
HAN Dong-dong,JIA Min-cai,LIU Kai-fu,et al.Numerical Analysis of Bearing Capacity of a Foundation Under Strip Footing[J].Rock and Soil Mechanics,2007,28(10):2209-2214.
[11]
MEI Ling,MEI Guo-xiong,ZAI Jin-min.Numerical Analysis of Ultimate Bearing Capacity of Ground with Deep Buried Foundation[J].Rock and Soil Mechanics,2009,30(6):1810-1814.
BENNETT R M,WOOD S M,DRUMN E C,et al.Vertical Loads on Concrete Box Culverts Under High Embankments[J].Journal of Bridge Engineering,2005,10(6):643-649.
YANG Xi-wu,ZHANG Yong-xing.A Study on the Earth Pressure Theory for High Fill Culverts[J].China Civil Engineering Journal,2005,38(9):119-124.
[16]
ZHENG Jun-jie,ZHAO Jian-bin,CHEN Bao-guo.Vertical Earth Pressure on Culverts Under High Embankments[J].Chinese Journal of Geotechnical Engineering,2009,31(7):1009-1013.
[17]
GB 50007—2002,Code for Design of Building Foundations[S].
[18]
JTG D63—2007,Code for Design of Ground Base and Foundation of Highway Bridges and Culverts[S].
[19]
LIU Bao-jian,XIE Yong-li,CHENG Hai-tao,et al.Design of Soil-foundation System of Culvert Under High Embankment[J].Journal of Chang'an Univer-sity:Natural Science Edition,2006,26(3):17-20.
