Observations of fracture propagation during decameter-scale hydraulic fracturing experiments
Author(s)
Gischig, V.
Jalali, M.
Doetsch, J.
Krietsch, H.
Villiger, L.
Amann, F.
Publisher
: American Rock Mechanics Association
Date issued
June 17, 2018
From page
1
To page
9
Abstract
Various in-situ hydraulic fracturing experiments were carried out in the naturally fractured, crystalline rock mass of the Grimsel Test Site (GTS) in Switzerland. The purpose was to study the geometry of the newly created fractures and their interaction with the pre-existing fracture network using transient pressure and rock mass deformation observations. Under controlled conditions, six hydraulic fractures with similar injection protocols were executed in two sub-vertical injection boreholes. The rock mass is intersected by two E-W striking shear zones (S3), and two biotite-rich meta-basic dykes with a densely fractured zone in between. The S3 shear-zone intersecting the rock volume of interest acts as a high-permeability connection to the tunnel for the experiments executed south of it. Strong variation in injectivity enhancement, jacking pressure, break down pressure, instantaneous shut-in pressure and fluid flow recovery among the different injection intervals indicate different stress conditions north and south of S3.
Notes
, 2018
Event name
Rock Mechanics/Geomechanics Symposium
Location
Seattle, Washington, USA
Publication type
conference paper
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