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Quantitative structural analyses and numerical modelling of ...

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ETG 6 - 4 SCHULMANN ET AL.: STRAIN DISTRIBUTIONFigure 2. (a) Diagram showing relation between strain intensity (D) <strong>and</strong> time (expressed by timeparameter, k t , where t = k t /R vd ). The dot-dashed curves show time evolution <strong>of</strong> D for different angle <strong>of</strong>convergence (a). The distribution curve at the left shows the envelope <strong>of</strong> natural strains summarized byPfiffner <strong>and</strong> Ramsay [1982], Hrouda [1993], <strong>and</strong> others. The horizontal line through the maximum (at D =1.2) shows the strain observable by field measurements. (b) The relationship between strain intensity (D)<strong>and</strong> angle <strong>of</strong> convergence (a) through three time sections (5, 10, <strong>and</strong> 15 Myr). The contours show variations<strong>of</strong> R vd values, which distinguish narrow <strong>and</strong> fast converging transpressive orogens (R vd > 0.5) from wide<strong>and</strong> slowly converging ones (R vd < 0.5). Vertical lines at convergence angles 30° <strong>and</strong> 50° show strainaccumulations for R vd values <strong>of</strong> active transpressive zones in New Zeal<strong>and</strong> <strong>and</strong> Sumatra, respectively.suggests that the base <strong>of</strong> lithospheric transpressional zonesis not always present as a rigid floor. In such a case, verticalmovements within the system are controlled by isostaticalresponse <strong>and</strong> can thus lead also to downward motion <strong>of</strong>material early in the shortening history.4. Modeling <strong>of</strong> Internal Parameters <strong>of</strong>Transpressional Systems[16] We calculate the internal strain parameters <strong>of</strong> transpressionalsystems (strain rate, finite strain intensity, <strong>and</strong>symmetry <strong>and</strong> orientation <strong>of</strong> finite strain axes) in terms <strong>of</strong>external parameters defined above. The description <strong>of</strong>method <strong>of</strong> calculations <strong>and</strong> derivation <strong>of</strong> equations are givenin Appendices A–D.4.1. Strain Rates <strong>and</strong> Finite Strain Intensities[17] The first result <strong>of</strong> our model is that in the range <strong>of</strong>assumed R vd , a strain rate interval from 10 14 s 1 to 10 16s 1 is obtained. This is within the range <strong>of</strong> generallyassumed strain rates extrapolated from experimental laboratorydata [Carter <strong>and</strong> Tsenn, 1987] <strong>and</strong> corresponds wellto that deduced for natural orogens by Pfiffner <strong>and</strong> Ramsay[1982]. Theoretical curves <strong>of</strong> finite strain accumulation fordifferent obliquities are presented in Figure 2b. In Figure 2bthe strain intensity parameter D (see Appendix A) is plottedon the vertical axis against the time parameter, k t , whichrelates the time <strong>of</strong> deformation with R vd , the ratio <strong>of</strong>convergence velocity <strong>and</strong> initial zone widthk t ¼ tR vd :The introduction <strong>of</strong> such a time parameter follows from thedefinition <strong>of</strong> the transpression model <strong>and</strong> allows us to graphthe temporal developments corresponding to zones <strong>of</strong>different width <strong>and</strong> convergence velocities (Figure 2a). Ifthe ratio R vd = 1, the scale <strong>of</strong> the k t axis represents timedirectly in million years. For other R vd values we obtain thecorresponding time from equation (1).[18] In order to compare Figure 2a with those on Figure 7<strong>of</strong> Pfiffner <strong>and</strong> Ramsay [1982] each <strong>of</strong> the curves calculatedfor convergence angles varying from a =0° to 90° is labeledwith its strain rate value. Because <strong>of</strong> the triaxial character <strong>of</strong>the deformation in transpressive zones we use a strain ratecalculated as rate <strong>of</strong> change <strong>of</strong> the square root <strong>of</strong> theminimum eigenvalue corresponding to short axis <strong>of</strong> instantaneousstrain tensor, <strong>and</strong> instead <strong>of</strong> R = X/Z, which is a goodcharacteristic for plane strain we use the D parameter.ð1Þ72

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