Abstract
In order to model the mechanics of motion and earthquake generation on large crustal fault
zones, a quantitative description of the rheology of fault zones is prerequisite. In the past decades,
crustal strength has been modeled using a brittle or frictional failure law to represent fault slip at
upper crustal levels, and power
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law creep equations to describe dislocation creep at lower crustal
levels. It has long been argued, however, that such two-mechanism strength profiles may
significantly overestimate crustal strength, in particular in zones of high strain. Indeed, geophysical
observations (notably heat flow and stress orientation data) indicate that major fault zones are
significantly weaker than predicted by classical two-mechanism strength profiles.
Various explanations for the weakness of major faults have been proposed. These include
mechanical processes such as the presence of elevated (superhydrostatic) fluid pressures, the
transient reduction of friction by a dynamic reduction of normal stress during earthquakes. Apart
from this, the inferred weakness of faults may be due to chemically related effects, i.e., due to the
operation of fluid-assisted deformation mechanism such as pressure solution. This may act in
concert with the growth and alignment of weak phyllosilicate minerals. The explanation for fault
weakness remains a source of controversy, since little experimental work has been done which
allows rigorous testing of the various hypotheses. The mechanical behaviour of major fault zones
accordingly remains poorly understood.
The aim of this thesis is to investigate the effect of solution transfer processes on the
mechanical behaviour of fault zones, in order to arrive at a quantitative, mechanism-based
understanding of fault slip behaviour under hydrothermal conditions. To this end, sliding
experiments were carried out on simulated, gouge-bearing faults. The experiments were performed
in a room-temperature ring-shear apparatus. This apparatus allowed control of normal stress and
sliding velocity, and in addition allowed high shear strains necessary to achieve significant
microstructural modifications. Normal stresses used range from 0.5 to 9 MPa, and sliding velocities
of 0.005-10 Ilm/s were used. The experiments were performed using halite and halitelkaolinite
gouge as rock analogue materials. Halite was used because the rates of solution transfer processes in
halite are well-constrained and extremely rapid at low-stress conditions. This allowed us to do
experiments under conditions where solution transfer processes and cataclasis dominated over
dislocation creep processes in halite. Kaolinite was used a phyllosilicate constituent because of its
simple chemistry, low ion exchange capacity and absence of interlayer water.
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