Sleeve-fracturing limitations for measuring in situ stress in an anisotropic stress environment

被引:15
作者
Charsley, AD
Martin, CD [1 ]
McCreath, DR
机构
[1] Univ Alberta, Dept Civil & Environm Engn, Edmonton, AB T6G 2G7, Canada
[2] Inco Ltd, Mines Res, Copper Cliff, ON P0M 1N0, Canada
[3] Laurentian Univ, Sch Engn, Sudbury, ON P3E 2C6, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
sleeve fracture; in situ stress;
D O I
10.1016/S1365-1609(02)00117-X
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In order to determine the far-field in situ stress using the sleeve-fracturing technique, two and three discrete fractures must be produced for the double-fracture and single-fracture method, respectively. Numerical modelling of the sleeve-fracturing process, using the fracture mechanics code FRANC2D/L, showed that the initiation and propagation of discrete fractures, using the single or double sleeve-fracture method, was controlled by the far-field in-plane stress ratio. The numerical modelling also provided the characteristic shapes of the pressure-displacement curves for sleeve fracturing under various boundary conditions and highlighted the difficulty of detecting the inflection points in the pressure-displacement curves for the sleeve-fracture method, a key to the successful interpretation of the in situ stress data. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:127 / 136
页数:10
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