In
Situ Stress Measurement
The in situ state of stress
in the earth¡¯s crust has been widely recognized as a basic parameter
necessary in the engineering design of underground openings. Quantitative
evaluation of horizontal in situ stresses in rock at a specific site
cannot be made since gravitational forces are practically the only one
clearly understood. Therefore, these horizontal stresses require direct
measurements in the field. Presently the most common method of measuring
in situ stress from near-surface to considerable depths is hydraulic
fracturing (or hydrofrac).
Typically
hydraulic fracturing is conducted in vertical boreholes. A short segment
of the hole is sealed off using an straddle packer. This is followed
by the pressurization of the fracture-free segment of the hole by pumping
in water. The pressure is raised until the rock surrounding the hole
fails in tension at a critical pressure. Following breakdown, the shut-in
pressure, the lowest test-interval pressure at which the hydrofrac closes
completely under the action of the stress acting normal to the hydrofrac.
In a vertical test hole the hydrofrac is expected to be vertical and
perpendicular to the minimum horizontal stress. An impression impression
packer or borehole logging devices can be used to obtain the orientation
of the hydrofrac which yields the direction of the maximum horizontal
stress.
Applications
Hydrofrac is commonly conduted
in large scale underground construction and earthquake research projects:
- Nuclear waste disposal
repository design
- Oil-Gas storage design
- Pumped energy storage
design T
- ransportation tunnel design
- Natural & manmade earthquake
studies
- Waste injection for environmental
restoration
- Enhancement of oil/groundwater
recovery
The magnitudes and directions
of in situ stresses around the investigation site provide the crucial
design parameters: initial stress conditions around the prospective
site; orientation of the drift; depth of the opening; stability analysis
of the opening.
Test
Set-Up
The major downhole instruments
involved in hydraulic fracturing in situ stress measurement method are:
Straddle packer system for fracture initiation and extension, Impression-
orienting system for fracture delineation. A tripod and a wireline hoist
replace the conventional drill rig and drill pipes. Using wireline fast
and continuous tool tripping is possible without tool retrieval to the
surface after each test. A laptop PC-based Analog-to-Digital converter
records and stores pressure-flowrate-time data reliably. The wireline
system allows the user to measure the in situ state of stress near the
future underground opening more affordably by improving its cost-effectiveness
through the use of a wireline in place of the conventional drill-pipe
method.
Analysis
A
PC-based interactive data acquisition and analysis software package
minimizes uncertainties in recording and analyzing hydrofrac data. The
analysis package is based on the statistical routines (Lee and Haimson,
1988, 1991) developed for identifying key test parameters: shut-in pressure,
fracture reopening pressure, dip and dip direction of hydrofracture.
Selected
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