Clay smear processes in
mechanically layered sequences -
Results of
water-saturated model experiments
Joyce
Schmatz and Janos
L. Urai
Project funded by:
ExxonMobil Upstream Research Company, supervised by P. Vrolijk
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We
constructed an ÒunderwaterÓ-sandbox to deform layered sand-clay packages of
20x40x20 cm above a 70¡ dipping rigid basement fault. |
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The
experiments are run completely water-saturated to allow the deformation of
wet clay and cohesionless sand. |
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Movie showing sand-only experiment
(experiment sand-only) with a 140 mm high sand package and top plates. |
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Movie showing sandbox experiment
(1t30ohne) with a 30 mm thick firm clay layer in the centre of the model and
a free top surface (from bottom to top: 50 mm sand, 30 mm clay, 60 mm sand). |
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Movie showing the
corresponding PIV overlay to experiment 1t30ohne with the velocity vector
field in the foreground and a contour plot of the z-component of the
incremental rotation field in the background. |
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Movie
showing sandbox experiment (1t30hor) with a 30 mm thick firm clay layer in
the centre of the model and top plates (from bottom to top: 50 mm sand, 30 mm
clay, 60 mm sand). |
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Movie showing the
corresponding PIV overlay to experiment 1t30hor with the velocity vector field
in the foreground and a contour plot of the z-component of the incremental
rotation field in the background. |
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Movie showing experiment (experiment
2s40sand3rd) with two 3 mm thick soft clay layers and top plates (from bottom
to top: 40 mm sand, 3 mm clay, 40 mm sand, 3 mm clay, 54 mm sand). |
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Movie showing the
corresponding PIV overlay to experiment 2s40sand3rd with the velocity vector
field in the foreground and a contour plot of the z-component of the
incremental rotation field in the background. |
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Movie showing experiment
(025perc2cement) with two 3 mm thick cemented clay layers and top plates
(from bottom to top: 50 mm sand, 3 mm clay, 50 mm sand, 3 mm clay, 34 mm
sand). |
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Movie showing the
corresponding PIV overlay to experiment 025perc2cement with the velocity
vector field in the foreground and a contour plot of the z-component of the
incremental rotation field in the background. |
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Movie showing experiment (03cement3)
with one 3 mm thick cemented clay layer and top plates (from bottom to top:
60 mm sand, 3 mm clay, 77 mm sand). |
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Movie showing the
corresponding PIV overlay to experiment 03cement3 with the velocity vector
field in the foreground and a contour plot of the z-component of the
incremental rotation field in the background. |
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Movie showing sandbox experiment
(experiment 15perc2cement) with two cemented (1.5 wt.%) clay layers and top
plates. Setup from bottom to top is: 50 mm sand, 3 mm clay, 50 mm sand, 3 mm
clay and 34 mm sand. |
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Movie showing the
corresponding PIV overlay to experiment 15perc2cement with the velocity
vector field in the foreground and a contour plot of the z-component of the
incremental rotation field in the background. |
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Movie showing experiment clay01 with two
soft clay layers separated by a thin sand layer and free top surface. Setup
from bottom to top is: 20 mm sand, 50 mm clay, 5 mm sand, 50 mm clay and 40
mm sand. |
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Movie showing experiment (experiment
1s30hor) with one 30 mm thick soft clay layer and top plates (from bottom to
top: 55 mm sand, 30 mm clay, 55 mm sand). |
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Movie
showing the corresponding PIV overlay to experiment 1s30hor with the velocity
vector field in the foreground and a contour plot of the z-component of the
incremental rotation field in the background. |
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Movie showing experiment
(multilayer01) with four 8 mm thick soft clay layers and top plates (from
bottom to top: 30 mm sand, 8 mm clay, 12 mm sand, 8 mm clay, 12 mm sand, 8 mm
clay, 12 mm sand, 8 mm clay, 30 mm sand). |
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Movie showing experiment
(multilayer02) with four soft clay layers and top plates (from bottom to top:
35 mm sand, 20 mm clay, 10 mm sand, 3 mm clay, 10 mm sand, 20 mm clay, 10 mm
sand, 2 mm clay, 40 mm sand). |
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Movie showing the
corresponding PIV overlay to experiment multilayer02 with the velocity vector
field in the foreground and a contour plot of the z-component of the
incremental rotation field in the background. |
Literature
Schmatz, J. and Urai, J.L. submitted. Clay
smear in mechanically layered sequences – the effect of multilayers and
clay cementation in water-saturated model experiments. Journal of Structural
Geology, Special Issue: Fault Zones.
Schmatz, J., Holland, M., Giese, S., van der
Zee, W., Urai, J.L. in press. Clay smear processes in mechanically layered
sequences – results of water-saturated model experiments with free
surface. Journal of the Geological Society of India, Special Issue 03, R1.
Adam, J.; Urai, J. L.;
Wieneke, B.; Oncken, O.; Pfeiffer, K.; Kukowski, N.;
Lohrmann, J.; Hoth, S.; van der Zee, W.; Schmatz, J. 2005. Shear localisation
and strain distribution during tectonic faulting - new insights from
granular-flow experiments and high-resolution optical image correlation
techniques, Journal of Structural Geology, 27, 2, 283-301.