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Influence caused by initial tectonic stress on relative measurement of borehole groundstresinviscoelasticmedia
引用本文:赵鹏君,沈建文.Influence caused by initial tectonic stress on relative measurement of borehole groundstresinviscoelasticmedia[J].地震学报(英文版),1996,9(3):389-398.
作者姓名:赵鹏君  沈建文
作者单位:PENG JUNZHAO 1) (赵鹏君),JIAN WENSHEN 2) (沈建文) 1) Seismological Bureau of Anhui Province,Hefei 230031,China 2) Seismological Bureau of Shanghai,Shanghai 200062,China
摘    要:InfluencecausedbyinitialtectonicstresonrelativemeasurementofboreholegroundstresinviscoelasticmediaPENG-JUNZHAO1)(赵鹏君),JIAN-W...

收稿时间:30 December 1994
修稿时间:11 March 1996

Influence caused by initial tectonic stress on relative measurement of borehole ground stress in viscoelastic media
PENG,JUNZHAO.Influence caused by initial tectonic stress on relative measurement of borehole ground stress in viscoelastic media[J].Acta Seismologica Sinica(English Edition),1996,9(3):389-398.
Authors:PENG  JUNZHAO
Institution:(1) Seismological Bureau of Anhui Province, 230031 Hefei, China;(2) Seismological Bureau of Shanghai, 200062 Shanghai, China
Abstract:In this paper, we discussed the influence of the initial tectonic stress on the relative measurement value of the ground stress when a long cylindrical straingauge is used in the viscoelastic media. We simulate the whole system consisting of the stratum, cement ring and the straingauge cylinder with a three-layer-medium model and obtain the solution of radial displacement on the inner wall of the straingauge under the action of initial tectonic stress by using the correspondence principle. The result showes: 1) The influence of initial stress making of the radial displacement on the inner wall of the straingauge increases gradually with time at a gradually reduced rate and tends to a certain value eventually; 2) The principal stress with a magnitude of C 0+C 1 exp (−ω 1t)+C 2 exp (−w 2 t]σ 10 in the opposite direction of initial stress will be superimposed to the measuring result of stress change without considering the initial stress. whereC 0,C 1,C 2 andω 1,ω 2 are related only to the mechanical property of the stratum,σ i0 (i=1, 2) are the two principal components of the initial tectonic stress. It is pointed out that the initial tectonic stress affects obviously on the measurement of the relative change of ground stress in the cases of soft strata and high initial stress.
Keywords:measurement of ground stress  vicoelastic medium  initial stress  
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