渤海海峡及周边地应力分布规律与应力积累研究

doi:10.13722/j.cnki.jrme.2016.0249

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Abstract To identify the difference of current geostress distribution and stress accumulation in surface layer and shallow surface layer of Bohai strait and surrounding area，the data of 5 shallow hydraulic fracturing drills along the axis of the channel and the other deep drilling data in surround area were collected. The dispersed point charts of stress varying with depth were established and the regression formulas of each parameter with depth were calculated. The research shows that ， change with depth linearly and ，， change with depth hyperbolically. ，， change with depth almost linearly. The comparison of the regression formulae of surface and shallow layer show that the difference of regression formula of horizontal principal stress is significant，the difference of regression formula of lateral pressure coefficient is small and the difference of regression formula of ratio parameters is basically the same. These indicate that the surface stress data can be applied to the analysis of stress accumulation and seismic activity in the brittle crust. The combination of with is necessary to determine the energy accumulation at the points of in stress accumulation analysis. The comprehensive research on and lead to the conclusion that 19 surface points in Bohai strait and 86% shallow points in the surrounding district are in the middle-low level of stress accumulation，and the crustal stability is high. Some points in Beijing，Tianjing and Tangshan are in the state of high stress accumulation，and the crustal stability is low which need more attention. But these have little impact to the cross-sea corridor.

Key words： geological engineering Bohai strait hydraulic fracturing regression analysis dispersed point chart stress accumulation

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	Articles by authors
	ZHENG Hongxia1
	2
	3
	ZHANG Xunhua3
	4
	ZHAO Tiehu3
	4
	GAO Xiaohui3
	QI Jun3

Cite this article:

ZHENG Hongxia1,2,3, et al. Geostress distribution and stress accumulation in Bohai strait and adjacent area[J]. , 2017, 36(2): 357-369.

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http://www.rockmech.org/EN/10.13722/j.cnki.jrme.2016.0249 OR http://www.rockmech.org/EN/Y2017/V36/I2/357

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