3ROWE R K,SODEMAN K L. An approximate method for estimating the stability of geotextile-reinforced embankment [J]. Canadian Geotechnical Journal,1985,22(3) : 392--398.
4Ho S K,Rowe R K.Predicted behaviour of two centrifugally modeled soil walls[J].Journal of Geotechnical Engineering,1994,120(10):1 845-1 873.
5Kerry R,Rowe,Ho S K.Horizontal deformation in reinforced soil wall[J].Canada Geotechnical Journal,1998,35:312-327.
6Chew S H.Deformation Behavior of Reinforced Soil Walls[Ph.D.Thesis][D].U.S.A.:University of California,1994.59-66.
7Salamon M D G.Elastic moduli of a stratified rock mass[J].International Journal of Rock Mechanics and Mineral Sciences,1968,(5):519-527.
8Berg R R,La Rochelle P,Bonaparte R,et al.Casper peninsula reinforced soil seawall-case history[A].In:Proceeding of Soil Improvement-A 10-Years Update[C].Atlantic City:Geotechnical Engineering,ASCE,1987.309-328.
