Geospatial contour mapping of shear wave velocity for Mumbai city

被引:0
作者
Sumedh Yamaji Mhaske
Deepankar Choudhury
机构
[1] Indian Institute of Technology Bombay,Department of Civil Engineering
来源
Natural Hazards | 2011年 / 59卷
关键词
GIS; Geospatial contour map; Shear wave velocity; SPT ‘; ’ value;
D O I
暂无
中图分类号
学科分类号
摘要
Shear wave velocity is one of the most important input parameter in the analysis of geotechnical earthquake engineering problems, particularly to estimate site-specific amplification factor and ground response study. Dynamic in situ tests such as spectral analysis of surface waves (SASW) or multichannel analysis of surface waves (MASW) are very expensive. Also due to lack of specialized personnel, these tests are generally avoided in many soil investigation programs. Worldwide, several researchers have developed correlations between the SPT ‘N’ value and shear wave velocity ‘Vs’, which are useful for determining the dynamic soil properties. In the present study, more than 400 numbers of soil borehole data were collected from various geotechnical investigation agencies, government engineering institutes and geotechnical laboratories from different parts of Mumbai city, which is financial capital of India with highest population density. In this paper, an attempt has been made to develop the correlation between the SPT ‘N’ value and shear wave velocity ‘Vs’ for various soil profile of Mumbai city and compared with other existing correlations for different cities in India. Using Geographical Information System (GIS), a geospatial contour map of shear wave velocity profile for Mumbai city is prepared with contour intervals of 25 and 50 m/s. The scarcity of database or maps of shear wave velocity profile for Mumbai city will make the present geospatial contour maps extremely useful and beneficial to the designer, practitioners for seismic hazard study involved in geotechnical earthquake engineering.
引用
收藏
页码:317 / 327
页数:10
相关论文
共 34 条
  • [1] Ahmad SM(2008)Pseudo-dynamic approach of seismic design for waterfront reinforced soil wall Geotext Geomembranes 26 291-301
  • [2] Choudhury D(2008)Stability of waterfront retaining wall subjected to pseudo-dynamic earthquake forces J Waterway Port Coastal Ocean Eng ASCE 134 252-260
  • [3] Choudhury D(2007)Seismic rotational displacement of gravity walls by pseudo-dynamic method: passive case Soil Dyn Earthq Eng 27 242-249
  • [4] Ahmad SM(2009)Simplified method to characterize municipal solid waste properties under seismic conditions Waste Manage 29 924-933
  • [5] Choudhury D(2009)Equivalent-linear seismic analyses of MSW landfills using DEEPSOIL Eng Geol 107 98-108
  • [6] Nimbalkar S(2011)Seismic yield accelerations of MSW landfills by pseudo-dynamic approach Nat Hazards 56 275-297
  • [7] Choudhury D(2008)Dynamics soil properties for microzonation of Delhi, India J Earth Syst Sci 117 719-730
  • [8] Savoikar P(1970)Elastic wave velocity and soil properties in soft soil (in Japanese) Tsuchito-Kiso 18 17-22
  • [9] Choudhury D(1996)Correlations between shear wave velocity and in situ penetration test results (in Turkish). Chamber of Civil Engineers of Turkey Teknik Dergi 7 1187-1199
  • [10] Savoikar P(1990)Regression models of shear wave velocities J Chin Inst Eng 13 519-532