鲜水河断裂带在虾拉沱附近的现今活动特征

本文利用虾拉沱跨断层测量资料,通过必要的数学处理,分析了鲜水河断裂带在该处的总体活动趋势和年周期变化,研究了断层活动在主破裂带及其两侧的分布情况,提出了一个该处断层活动模型     

中国大陆科学钻探主孔1200米构造柱及变形构造初步解析

在利用成象测井资料准确地恢复岩心空间位置的基础上，建立了位于江苏省东海县毛北村的中国大陆科学钻探主孔岩心1200m精细构造柱。划分了由榴辉岩与超镁铁质岩组成的第一岩性-构造单元及由副片麻岩夹榴辉岩与超镁铁质岩透镜体组成的第二岩性-构造单元，自上而下岩石的面理产状由向东陡倾变为向南东缓倾。第一岩性-构造单元的榴辉岩与超镁铁质岩是毛北榴辉岩杂岩体的组成部分，在榴辉岩中发现以南北向拉伸线理及由北往南的剪切指向为特征的超高压变质岩早期变形举止。位于第二岩性一构造单元下部(770-1130m深度)300多米厚的韧性剪切带是地表出露的毛北韧性剪切带在孔下的延伸，剪切应变及石英组构分析表明，在伴随的退变质角闪岩相一绿帘角闪岩相一绿片岩相的转换过程中，剪切应变由自SE往NW的“逆冲”转为NW向SE的正向滑移。结合钻孔围区地质，重塑了上部由毛北榴辉岩杂岩体与副片麻岩围岩组成的轴面向SE倾斜的同斜倒转褶皱系，以及下部为韧性剪切带的构造模型。钻孔验证了VSP地震反射剖面中850-1200m深度的强反射层与韧性剪切带相吻合。结合苏鲁超高压变质地体的折返构造的研究，提出该构造模型的成因与折返阶段超高压变质地体的斜向上的挤出及后折返阶段的穹隆形成有关。     

形变观测预报地震模式的探讨

总结了用形变观测项目进行地震分析预报的经验和方法,对观测曲线的形态及异常显示、断层活动性质、地震异常识别、异常与震中的关系、异常与震级的关系、断层位移与地应力变化、预报指标进行了研究,以对今后的地震预报工作提供一定的参考。     

GPS在我国地震研究中的应用现状与展望

GPS应用已成为现代地震研究领域中的一个重要组成部分,已经深入到我国地震研究领域中的各个学科.本文介绍了GPS在形变、测震、电磁、地震预警和地震观测仪器授时中的应用现状,并对GPS在地震研究中应用的发展趋势进行了展望.     

水库大坝表面变形观测的方法探讨

本文主要阐述了风城水库大坝表面变形观测各种工作点的布设、大坝变形观测的方法及效果、大坝变形的数据分析过程等,旨在与同行们共同交流探讨变形观测的方法.     

静载作用下波纹钢拱涵力学变形特性

通过填土及静载试验,选取涵洞轴线中部波谷截面、涵洞轴线中部波峰截面、涵洞洞口处波谷截面、涵洞洞口波峰截面4个钢波纹拱涵断面,布设应变片、土压力盒及变形测量仪器,对波纹钢拱涵应力-应变、位移等力学特性进行研究,得到静载作用下波纹钢拱涵的力学变形特性及变形规律。研究结果表明：1）在相同填土高度荷载作用下,波纹钢拱涵所受竖向应力相比于未设置涵洞的土体竖向应力较小,而由于涵洞结构挤压填土导致侧向土压力大于相同高度下土中应力;2）由于填土施工各阶段中涵洞所受周围土压力方向的不同,涵洞填土过程中多个位置出现拉压变化的现象,涵洞涵顶、涵腰位置处应变往往较大,故该点相对其他测点为薄弱点。     

耒宜高速公路路堑边坡变形破坏特征及其综合治理

耒宜高速公路修建于山岭重丘区 ,沿线地形、地质条件差异较大 ,路堑开挖边坡类型较多 ,特征不一。本文介绍了路堑边坡的主要特征、边坡失稳的主要原因及治理对策。     

四川九寨黄龙机场高填方地基变形三维动力分析

四川九寨黄龙机场具有高填方、高地震烈度、高海拔等三高的特点,高填方体地基在地震作用下的动力稳定与变形问题成为该机场需着重考虑的主要工程地质问题之一。在对目前各种动力分析方法研究的基础上,选用快速拉格郎日差分分析(FLAC)程序,对该机场元山子沟段高填方地基在地震作用下的变形规律进行了系统地研究,获得了一些有实际意义的认识。     

Deformation structures associated with the Trachyte Mesa intrusion,Henry Mountains,Utah: Implications for sill and laccolith emplacement mechanisms

Deformation structures in the wall rocks of igneous intrusions emplaced at shallow crustal depths preserve an important record of how space was created for magma in the host rocks. Trachyte Mesa, a small Oligocene age intrusion in the Henry Mountains, Utah, is composed of a series of stacked tabular, sheet-like intrusions emplaced at 3–3.5 km depth into sandstone-dominated sedimentary sequences of late Palaeozoic–Mesozoic age. New structural analysis of the spatial distribution, geometry, kinematics and relative timings of deformation structures in the host rocks of the intrusion has enabled the recognition of distinct pre-, syn-, and late-stage-emplacement deformation phases. Our observations suggest a two-stage growth mechanism for individual sheets where radial growth of a thin sheet was followed by vertical inflation. Dip-slip faults formed during vertical inflation; they are restricted to the tips of individual sheets due to strain localisation, with magma preferentially exploiting these faults, initiating sill (sheet) climbing. The order in which sheets are stacked impacts on the intrusion geometry and associated deformation of wall rocks. Our results offer new insights into the incremental intrusion geometries of shallow-level magmatic bodies and the potential impact of their emplacement on surrounding host rocks.     

Damage assessment for submarine photoelectric composite cable under anchor impact

The impact of dropped anchor on submarine photoelectric composite cables may possibly cause electrical faults, i.e. electricity and optical signal transmission failure. In order to study the impact capacity and structural impact failure mechanism, a test setup is designed originally to examine the structural and functional integrity. A detailed finite element model (FEM) is created, considering material nonlinearity and component interaction. A parametric analysis has been performed to predict the deformation of components and impact forces, under different impact velocities and collision directions. Relationships between the armor layer indentation rate and that of internal power and optical units are achieved. The impact deformation of internal entities can be evaluated intuitively by armor layer indentation. The proposed experimental and numerical methods are well correlated, suitable to assess the impact capacity of subsea power cables and assist the protection design of subsea power cables in engineering.