›› 2006, Vol. 27 ›› Issue (5): 816-822.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Determining 3D in-situ stress with a new borehole deformeter by single overcore

HU Bin1,2, ZHANG Guang3, LI Guang-yu1   

  1. 1.Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China; 2. Engineering Faculty, China University of Geosciences, Wuhan 430074, China; 3. School of Resources and Environmental Engineering, Wuhan University of Technology, Wuhan 430070, China
  • Received:2004-08-02 Online:2006-05-10 Published:2013-11-05

Abstract: Based on the overcore method used in measuring initial geostress of rockmass and the borehole deformeter 36-2, a new twelve components borehole deformeter is devised. Compared with the former 36-2 borehole deformeter, which has only four radial deforming measurement elements, the new type has eight more axial elements. Its sensitivity and accuracy is each 0.0001mm and 2‰. A great number of calibration tests in laboratory manifest its sensitivity for stress measurement will reach 0.028MPa (while E=30Gpa). The deviation between true stress and measured stress is not greater than 10%.Using the twelve components late-model borehole deformation gauge, you will obtain three-dimensional stress (or total stress) state of one point only by once overcore test. This test equipment successfully overcomes the disadvantage of measuring three-dimensional geostress with the traditional thrice overcore test; and it enables remarkable economic benefit, convenient operation and higher reliability.

Key words: overcore, borehole deformeter, three-dimensional stress

CLC Number: 

  • TU 413
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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