作者: L. Thoithoi , C. S. Dubey , P. S. Ningthoujam , D. P. Shukla , R. P. Singh
DOI: 10.1007/S12594-016-0473-Y
关键词:
摘要: The study area Delhi is second most populous city and third largest urban in the world. Though lies seismic high damage risk zone, number of rise building construction mega structure at several sites increase rapidly. In this field Standard Penetration Test (SPT) values soil collected from 750 boreholes data were analyzed to identify liquefiable sub-surface layers. Finally, liquefaction susceptible maps region various depth (20 m, 15 12 9 6 m 3 m) ground level prepared. outcome will be useful input for preliminary foundation designing earthquake resistant microzonation studies Delhi.