The orientation and magnitude of the in-situ stress field and its spatial variation in the Oberpfalz deep boreholes are investigated by a set of complementary methods based on borehole geometry and borehole seismic methods. Orientation and shape of stress-induced wellbore breakouts are controlled by the ambient stress state and rock strength. The orientation of the crustal stresses throughout the deep boreholes will be determined by interactive digital analysis of the naturally-occurring breakouts and applying a recently developed stress measurement method that utilizes information on the size and shape of wellbore breakouts, rock strength and the magnitude of the least principal compressive stress (as determined from hydraulic fracturing measurements) to determine the magnitude of the maximum horizontal principal stress.

Agency
National Science Foundation (NSF)
Institute
Division of Earth Sciences (EAR)
Type
Standard Grant (Standard)
Application #
8817687
Program Officer
Michael A. Mayhew
Project Start
Project End
Budget Start
1989-03-15
Budget End
1990-08-31
Support Year
Fiscal Year
1988
Total Cost
$66,105
Indirect Cost
Name
Stanford University
Department
Type
DUNS #
City
Palo Alto
State
CA
Country
United States
Zip Code
94304