Discussions on Two Key Technical Problems for Seismic Design of Retaining Structures

Building Seismic Safety Council(BSSC).NEHRP guidelines for the seismic rehabilitation of buildings(FEMA 273)[S].Washington D.C.:BSSC,1997.[2] AMBRASEYS N,SRBULOV M.Earthquake induced displacements of slopes[J].Soil Dynamics and Earthquake Engineering,1995,14:59-71.[3] NEWMARK N M.Effects of earthquakes on dams and embankments[J].Geotechnique,1965,15:139-60.[4] WOODJ H.Earthquake-induced pressures on retaining wall[R].California:Earthquake Engineering Research Lab,California Institute of Technology,1973.[5] PRAGASH S.Soil dynamics[M].New York:McGraw-Hill,1981:1-320.[6] SEED H B,WHITMAN R V.Design of earth retaining structures for dynamic loads[C]//Proceedings of ASCE Specialty Conference on Lateral Stresses in the Ground and Design of Earth Retaining Structures.New York:ASCE.1970:103-147.[7] 王云球,施忠,施善云.计算地震土压力的新方法[C]∥第三届全国地震工程会议论文集.大连:大连理工大学出版社,1990:434-439.[8] 王立强,王元站,迟丽华.挡土墙地震土压力及其分布[J].中国港湾建设,2007,26(5):1-5.WANG Liqiang,WANG Yuanzhan,CHI Lihua.Distribution of seismic earth pressure on a retaining wall[J].China Harbor Engineering,2007,26(5):1-5.[9] SHERIF M A,ISHIBASHI I,LEE C D.Earth pressures against rigid retaining walls[J].Journal of Geotechnical Engineering,1982,108(5):679-695.