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机译:用复合故障表面改性伪动态法下带状耐砂土干砂的地震承载力因子N_(γE)
Department of Civil Engineering Indian Institute of Technology Bombay Mumbai India;
Department of Civil Engineering Indian Institute of Technology Bombay Mumbai India Academy of Scientific and Innovative Research (AcSIR) India;
Seismic bearing capacity; shallow foundations; strip footing; earthquake; limit equilibrium; log spiral failure mechanism; modified pseudo-dynamic;