4FHWA-NHI-00-043.Mechanically stabilized earth walls and reinforced soil slopes,design and construction guidelines[S].Washington,DC,US:Department of Transportation,Federal Highway Administration (FHWA),2001.
5BASHA B M,BASUDHAR P K.Pseudo static seismic stability analysis of reinforced soil structures[J].Geotechnical and Geological Engineering,2010,28(6):745-762.
6CHOUDHURY D,NIMBALKAR S S,MANDAL J N.External stability of reinforced soil walls under seismic conditions[J].Geosynthetics International,2007,14(4):211-218.
7STEEDMAN R S,ZENG X.The influence of phase on the calculation of pseudo-static each pressure on a retaining wall[J].Geotechnique,1990,40(1):103-112.
8ZENG X,STEEDMAN R S.On the behaviour of quay walls in earthquakes[J].Geotechnique,1993,43(3):417-431.
9CHOUDHURY D,NIMBALKAR S S.Seismic passive resistance by pseudo-dynamic method[J].Geotechnique,2005,55(9):699-702.
10CHOUDHURY D,NIMBALKAR S S.Pseudo-dynamic approach of seismic active earth pressure behind retaining wall[J].Geotechnical and Geological Engineering,2006,24(5):1103-1113.
