Page 9 - Corti_2006
P. 9

Coexisting geodynamic processes in the Sicily Channel                   91


           × 45 cm × 6 cm were built over the basal metal plate of the de-  internal friction of ~39°. Experiments were conveniently scaled
           formation apparatus; two orthogonal stepper motors controlled  such that 1 cm in the models represented 1 km in nature, imply-
           by a central unit were used to drive compression with contem-  ing that the models simulated a 5 km–thick layer of upper-
           poraneous orthogonal extension (Fig. 10). In particular, short-  crustal rocks in nature. Because the brittle behavior of sand is
           ening of the models was obtained by movement of a mobile wall  strain-rate independent, scaling for velocity was not critical in
           at a constant velocity of ~5 cm/h up to ~10 cm of compression  these experiments. However, in order to closely mimic the nat-
           (~25% bulk shortening). Coeval extension was imposed on the  ural example, compression was driven about five times faster
           models by pulling a thin acetate sheet at the base of the model,  than extension.
           creating a central velocity discontinuity (VD) parallel to the di-
           rection of compression (Fig. 10). Extension was applied at 1  Model Results
           cm/h up to 2 cm of stretching (~5% bulk extension).
              Models consisted of a single quartz sandpack simulating the  Figure 11 portrays the evolution of model SCh 03, which is
           brittle behavior of upper-crustal rocks in nature. The sand had a  taken as representative of the whole experimental series. For a
                             –3
           density of ~1500 kg m , a cohesion of ~65 Pa, and an angle of  low amount of deformation, compression was taken up by a ma-



          A                                           Compression

                                                        at 5 cm/hr
                   Mobile wall







                                  22 cm






                                                    VD           40 cm            20 cm
           Extension  A                                                    B
           at 1 cm/hr                                                                Figure 10. (A) Experimental set-up and
                                                                                     (B) model rheology. VD—velocity dis-
                                                                                     continuity. See text for details.


                                                45 cm

                       Basal acetate sheet


                   Fixed wall
          B
                       A                                                   B


                     6 cm                                             Sand




                      Basal acetate sheet            VD
                                  22 cm
   4   5   6   7   8   9   10   11   12   13   14