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机构地区:[1]北京大学地球与空间科学学院,北京100871 [2]中国地质科学院地质研究所,北京100037
出 处:《地质科学》2007年第1期1-9,共9页Chinese Journal of Geology(Scientia Geologica Sinica)
基 金:国家自然科学基金资助项目(批准号:40102017;40572123和40472101)
摘 要:塑性力学的滑移线理论、Watterson零伸长度理论和最大有效力矩准则均获得共轭变形带的夹角为109.4°。该值与黄金规则相容,然而,滑移线理论的预测值面对伸长方向,与实际不符。零伸长度理论所预测的109.4°,不能解释实际观察到的平面共轭剪切带。根据最大有效力矩准则理论,预测韧性变形域共轭变形带面对主压应力方向或瞬时最小伸长度方向的夹角为109.4°。迄今获得的全部野外观测值和岩石力学实验结果均位于该预测值的±20°范围内,证明最大有效力矩准则的有效性。最大有效力矩准则可解释或求解:1)折劈理的形成,2)大型低角度正断层和高角度逆冲断层的形成,3)地震反射剖面中的鳄鱼嘴构造,4)变质结晶基底的基本构造型式——菱网状韧性剪切带,5)拆离褶皱的形成,6)古主应力和相关的运动学涡度。The angle 109.4° of conjugate deformation zones was given by the slip-line theory of plasticity, the zero-extension theory proposed by Waterston (1999) and the theory of the maximum effective moment suggested by Zheng et al. (2004). The value was compatible with the golden rule, however, that value predicted by the slip-line theory was faced to the extensional direction and not compatible with observations available from nature and experiments. The value predicted by the zero-extension theory for unaxial shortening was a pair of conical surfaces rather than conjugate planar deformation belts as seen in nature. According to the theory of the maximum effective moment demonstrates, the value appeared in the σ1 direction and the range ± 20° covered the whole observations available. Its major implications were as follows. 1 ) It could be used to explain the obtuse angle in the contraction direction of conjugate kink-bands and extensional crenulation cleavages, 2 ) to understand formation of low-angle normal faults and high-angle reverse faults, 3 ) to explain some crocodile structures in seismic profiles, 4) to reveal some lozenge ductile shear zones in basement terranes, 5 ) to explain creation of the detachment folds in foreland basins, and 6 ) it could be used to determine the stress state when the related deformation features formed and provided a new approach to determine the Wk of the related ductile shear zone.
关 键 词:共轭变形带 最大有效力矩准则 滑移线理论 零伸长度理论
分 类 号:P542[天文地球—构造地质学]
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