3LIU H B,WANG X,SONG E X. Long-term behavior of GRS retaining walls with marginal backfill soils [ J ]. Geotextiles and Geomembranes, 2009,27 ( 4 ) : 295 - 307.
4YETIMOGLU T,WU J T H,SAGLAMER A. Bearing capacity of rectangular footings on geogrid-reinforcedsand[ J]. Journal of Geotechnical Engineering, 1994, 120 ( 12 ) :2083 - 2099.
5LIU H B. Long-term lateral displacement of geosynthet- ic-reinforced soil segmental retaining walls [ J ]. Geotex- tiles and Geomembranes, 2012 ( 32 ) : 18 - 27.
6何光春;周世良.加筋土技术的应用及进展[J]重庆建筑大学学报,2001(05):11-15.
7欧阳仲春.现代土工加筋技术[M]北京:人民交通出版社,1991.
8何光春.加筋土工程设计与施工[M]北京:人民交通出版社,2000.
9Ibrahmi E,lsayed M,E1-Naggar Mohamed E,Kennedy John B. Stability analysis of reinforced sloped embankments[J].AFj-Alex- andria Engineering Journal,1996,(02):7-9.
10Karpurapu R,Bathurst R J. Behaviors of geosynthetic reinforced soil retaining walls using the finite element method[J].Computers and Geotechnics,1995.279-299.
