Evaluation of liquefaction potential of Guwahati: Gateway city to Northeastern India

被引:16
作者
Ayothiraman, R. [1 ]
Kanth, S. T. G. Raghu [2 ]
Sreelatha, S. [3 ]
机构
[1] Indian Inst Technol Delhi, Dept Civil Engn, New Delhi 110016, India
[2] Indian Inst Technol, Dept Civil Engn, Madras 600036, Tamil Nadu, India
[3] Indian Inst Technol Guwahati, Dept Civil Engn, Gauhati 781039, Assam, India
关键词
Earthquake; Liquefaction; Standard penetration test (SPT); Case study; SOIL LIQUEFACTION; EARTHQUAKES;
D O I
10.1007/s11069-012-0158-9
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Guwahati city is a major city in the northeastern region of India, which is growing rapidly in every aspect, particularly the major infrastructures like sports complex, educational institutions, flyovers, multiplex halls, etc. Two great earthquakes struck this region in 1897 and 1950, and large-scale liquefaction was reported in and around the Guwahati city. However, a detailed microzonation study for liquefaction is not available so far and is taken up accordingly. The liquefaction potential of the Guwahati city is estimated using hundred boreholes data located at different places of city with a design peak ground acceleration of 0.36 g. The results are presented in the form of factor of safety contours at several depths below the ground surface. These contour maps indicate that most of the sites in Guwahati city area are susceptible to liquefaction and hence this aspect has to be considered in earthquake-resistant design of foundations/structures in Guwahati city.
引用
收藏
页码:449 / 460
页数:12
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