4.6 Article

Addressing limitations in existing simplified' liquefaction triggering evaluation procedures: application to induced seismicity in the Groningen gas field

期刊

BULLETIN OF EARTHQUAKE ENGINEERING
卷 17, 期 8, 页码 4539-4557

出版社

SPRINGER
DOI: 10.1007/s10518-018-0489-3

关键词

Liquefaction; Liquefaction hazard; Magnitude scaling factor; Depth-stress reduction factor; Induced seismicity; Groningen gas field

资金

  1. Nederlandse Aardolie Maatschappij B.V. (NAM)
  2. National Science Foundation (NSF) [CMMI-1030564, CMMI-1435494]

向作者/读者索取更多资源

The Groningen gas field is one of the largest in the world and has produced over 2000 billion m(3) of natural gas since the start of production in 1963. The first earthquakes linked to gas production in the Groningen field occurred in 1991, with the largest event to date being a local magnitude (M-L) 3.6. As a result, the field operator is leading an effort to quantify the seismic hazard and risk resulting from the gas production operations, including the assessment of liquefaction hazard. However, due to the unique characteristics of both the seismic hazard and the geological subsurface, particularly the unconsolidated sediments, direct application of existing liquefaction evaluation procedures is deemed inappropriate in Groningen. Specifically, the depth-stress reduction factor (r(d)) and the magnitude scaling factor relationships inherent to existing variants of the simplified liquefaction evaluation procedure are considered unsuitable for use. Accordingly, efforts have first focused on developing a framework for evaluating the liquefaction potential of the region for moment magnitudes (M) ranging from 3.5 to 7.0. The limitations of existing liquefaction procedures for use in Groningen and the path being followed to overcome these shortcomings are presented in detail herein.

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