首页> 外文期刊>International Journal of Earth Sciences >Upper crustal shortening and forward modeling of the Himalayan thrust belt along the Budhi-Gandaki River, central Nepal
【24h】

Upper crustal shortening and forward modeling of the Himalayan thrust belt along the Budhi-Gandaki River, central Nepal

机译:尼泊尔中部Budhi-Gandaki河上喜马拉雅逆冲带的上地壳缩短和正演模拟

获取原文
获取原文并翻译 | 示例
           

摘要

A balanced cross-section along the Budhi-Gandaki River in central Nepal between the Main Central thrust, including displacement on that fault, and the Main Frontal thrust reveals a minimum total shortening of 400 km. Minimum displacement on major orogen-scale structures include 116 km on the Main Central thrust, 110 km on the Ramgarh thrust, 95 km on the Trishuli thrust, and 56 km in the Lesser Himalayan duplex. The balanced cross-section was also incrementally forward modeled assuming a generally forward-breaking sequence of thrusting, where early faults and hanging-wall structures are passively carried from the hinterland toward the foreland. The approximate correspondence of the forward modeled result to observe present day geometries suggest that the section interpretation is viable and admissible. In the balanced cross-section, the Trishuli thrust is the roof thrust for the Lesser Himalayan duplex. The forward model and reconstruction emphasize that the Lesser Himalayan duplex grew by incorporating rock from the footwall and transferring it to the hanging wall along the Main Himalayan thrust. As the duplex developed, the Lesser Himalayan ramp migrated southward. The movement of Lesser Himalayan thrust sheets over the ramp pushed the Lesser Himalayan rock and the overburdens of the Greater and Tibetan Himalayan rock toward the erosional surface. This vertical structural movement caused by footwall collapse and duplexing, in combination with erosion, exhumed the Lesser Himalaya.
机译:沿着尼泊尔中部的Budhi-Gandaki河,在主要中央逆冲作用(包括该断层的位移)和主要正面逆冲作用之间的平衡断面表明,总起伏最小为400 km。主要造山带尺度结构的最小位移包括:主要中央逆冲上的116 km,Ramgarh逆冲上的110 km,Trishuli逆冲上的95 km,以及小喜马拉雅双相上的56 km。平衡断面也采用渐进正向建模,并假定冲断顺序通常是向前断裂的,其中早期断层和悬壁结构是从腹地被动地带到前陆的。正向建模结果与当前几何形状的近似对应关系表明,截面解释是可行且可接受的。在平衡截面中,Trishuli推力是小喜马拉雅双体的顶推力。前向模型和重建过程强调,小喜马拉雅双体的生长是通过将来自下盘壁的岩石合并并沿喜马拉雅山主推力转移到悬壁而实现的。随着双工的发展,小喜马拉雅山坡向南迁移。小喜马拉雅冲断层在斜坡上的运动将小喜马拉雅岩以及大喜马拉雅岩和藏族喜马拉雅岩的覆盖层推向侵蚀面。由底壁塌陷和双工引起的这种垂直结构运动,加上侵蚀,使小喜马拉雅山得以发掘。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号