Measurement and analysis of three-dimensional geostress by hydraulic fracturing technique in Shenzheng Pumped Storage Power Station
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Measurement and analysis of three-dimensional geostress by hydraulic fracturing technique in Shenzheng Pumped Storage Power Station
Vol. 27, Issue S1, (2006)
作者机构:
长江科学院岩基研究所,武汉,430010
作者简介:
基金信息:
DOI:
CLC:TV223.1
Online First:15 December 2006,
Published:2006
稿件说明:
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LIU Yun-fang, HANJ Xiao-yu, LIU Yuan-kun. Measurement and analysis of three-dimensional geostress by hydraulic fracturing technique in Shenzheng Pumped Storage Power Station[J]. 2006, 27(S1).
DOI:
LIU Yun-fang, HANJ Xiao-yu, LIU Yuan-kun. Measurement and analysis of three-dimensional geostress by hydraulic fracturing technique in Shenzheng Pumped Storage Power Station[J]. 2006, 27(S1).DOI:
Measurement and analysis of three-dimensional geostress by hydraulic fracturing technique in Shenzheng Pumped Storage Power Station
Hydraulic fracturing as a technique of geostress measurement has been widely applied at home and abroad due to its many outstanding merits. But this measuring method is only used to the two-dimensional stress in a plane normal to the borehole axis in former time.Recently,the method of by hydraulic fracturing measurement of three-dimensional geostresses is prevalent and has been used successfully in many projects. In Shenzheng Pumped Storage Power Station,the three-dimensional geostresses have been measured by hydraulic fracturing technique to adopt two different measuring methods including in three boreholes with different directions method and in one borehole method
and the measured results are very satisfactory. The latter measuring method was applied in two boreholes that one is in vertical direction and the other one is in approximately horizontal direction. The three-dimensional geostress measured results not only checked the two-dimensional geostress measured stress states in the corresponding borehole’s cross-section and preexisting fissure planes
but also the measured results of the two different measuring methods in the same place confirmed each other; and the measured results confirmed by the results obtained overcoring stress refief method in the same borehole. At the same time
the measured results of the two type methods are very consistent (one borehole measuring methods including non-vertical borehole and vertical borehole)
and it can represent the geostess state in the measured area.