Pull-apart Basins and the Total Lateral Displacement Along the Haiyuan Fault Zone in Cenozoic

ＩＮＴＲＯＤＵＣＴＩＯＮＩｔｉｓｄｅｂａｔｅｄａｂｏｕｔｔｈｅｔｏｔａｌｌａｔｅｒａｌｄｉｓｐｌａｃｅｍｅｎｔａｌｏｎｇｔｈｅｍａｉｎｂｏｕｎｄａｒｙｆａｕｌｔｓｏｆｉｎｔｒａｐｌａｔｅｂｌｏｃｋｓｉｎｅａｓｔｅｒｎＡｓｉａｃｏｎｔｉｎｅｎｔｉｎＣｅｎｏｚｏｉｃｅｒａ .Ｉｎｔｈｅ 1 970ｓｏｆ2 0ｔｈｃｅｎｔｕｒｙ ,ｓｏｍｅｓｃｉｅｎｔｉｓｔｓｈａｄｅｓ ｔｉｍａｔｅｄｌａｔｅｒａｌｄｉｓｐｌａｃｅｍｅｎｔｂａｓｅｄｏｎｇｅｏｍｏｒｐｈｉｃｄａｔａ .Ｔｈｅｙｐｒｏｐｏｓｅｄｔｈａｔｔｈｅｔｏｔａｌｄ…     

新疆及其毗邻地区地震层析成像

利用新疆地震台网及其毗邻地区的国外地震台站提供的地震Ｐ波到时数据,重建了新疆及其毗邻地区地壳上地幔的三维速度图像．主要结果是：１．研究区地壳上地幔的地震波速度存在明显的横向不均匀性．这种不均匀性出现在不同构造单元之间,也出现在各构造单元之内．２．一般来说,研究区域内盆地是上地幔的隆起区,褶皱系是上地幔的坳陷区．３．岩石层厚度和软流层的深度与全球的平均结果有较大不同．４．海洋岩石层或大陆岩石层板块在兴都库什和克什米尔与中国交界地区的消减明显存在．５．地壳上地幔物质运动比较剧烈,有部分熔融物质上涌到地壳中部或更浅的深度．     

层状岩质边坡的屈曲破坏分析

本文根据多层层状结构岩质边坡的屈曲破坏模式,建立了相应的力学模型,从理论上对这种形式的破坏机理进行了研究,得出了相应力学模型的挠曲曲线的理论解。对具体工程实例的应用表明,本文的研究成果不仅能解决具体工程问题,而且有助于深入理解该类边坡的屈曲破坏机理。     

Analysis of buried pipelines subjected to reverse fault motion

Presently available simplified analytical methods and semi-empirical methods for the analysis of buried pipelines subjected to fault motion are suitable only for the strike-slip and the normal-slip type fault motions, and cannot be used for the reverse fault crossing case. A simple finite element model, which uses beam elements for the pipeline and discrete nonlinear springs for the soil, has been proposed to analyse buried pipeline subjected to reverse fault motion. The material nonlinearities associated with pipe-material and soil, and geometric nonlinearity associated with large deformations were incorporated in the analysis. Complex reverse fault motion was simulated using suitable constraints between pipe-nodes and ground ends of the soil spring. Results of the parametric study suggest that the pipeline's capacity to accommodate reverse fault offset can be increased significantly by choosing a near-parallel orientation in plan with respect to the fault line. Further improvement in the response of the pipeline is possible by adopting loose backfill, smooth and hard surface coating, and shallow burial depth in the fault crossing region. For normal or near normal orientations, pipeline is expected to fail due to beam buckling at very small fault offsets.     

高层钢板剪力墙结构底部加强层抗震性能分析

采用非线性有限元软件Msc．Marc对高层钢管混凝土组合框架-钢板剪力墙结构底部四层两跨未加劲薄钢板墙模型进行了推覆分析与滞回分析。计算结果表明,组合钢板剪力墙结构具有良好的延性及稳定的滞回性能,结构进入弹塑性阶段后钢板墙的拉力带方向与CAN／CSA S16—01（2001）推荐公式吻合良好。根据分析结果,比较了不同分析类型及不同钢板墙厚度的影响。研究发现,考虑钢材强化及包辛格效应后,结构滞回分析的极限承载力将小于推覆分析的极限承载力;随着钢板墙厚度的增大,结构的弹塑性屈曲模态由局部屈曲向整体屈曲过渡;在罕遇地震作用下,钢板墙结构的底层边缘约束柱将产生较大的轴拉力,甚至被拉断而导致结构整体破坏。     

Displacement transfer from fault-bend to fault-propagation fold geometry: An example from the Himalayan thrust front

The leading edge of the ENE-trending Himalayan thrust front in Pakistan exhibits along-strike changes in deformational style, ranging from fault-bend to fault-propagation folds. Although the structural geometry is very gently deformed throughout the Salt Range, it becomes progressively more complex to the east as the leading edge of the emergent Salt Range Thrust becomes blind. Surface geology, seismic reflection, petroleum well, and chronostratigraphic data are synthesized to produce a 3-D kinematic model that reconciles the contrasting structural geometries along this part of the Himalayan thrust front. We propose a model whereby displacement was transferred, across a newly-identified lateral ramp, from a fault-bend fold in the west to fault-propagation folds in the east and comparable shortening was synchronously accommodated by two fundamentally different mechanisms: translation vs. telescoping. However, substantially different shortening distribution patterns within these structurally contrasting segments require a tear fault, which later is reactivated as a thrust fault. The present geometry of this S-shaped displacement transfer zone is a combined result of the NW–SE compression of the lateral culmination wall and associated tear fault, and their subsequent modification due to mobilization of underlying ductile salt.     

杭州某地铁站基坑开挖侧向位移预测与分析

介绍了杭州某地铁站基坑开挖过程中的监测的侧向位移变化情况,总结了其变化规律,对施工过程提供了参考。用FLAC软件对基坑的侧向位移进行了数值模拟,然后与实际监测结果进行了对比,阐述了影响模拟结果准确性的影响因素。