台站迁移对陕西省气温资料均一性的影响及其偏差订正

利用陕西省74个台站1961-2008年气温资料和台站沿革资料,采用二相回归法进行均一性检测和订正。结果发现台站迁移对气温资料的均一性有明显的影响,陕北台站迁移较少,关中和陕南迁站较多,全省74个台站中有24个台站资料的非均一性是因为台站迁移而引起的,对其中的12个台站进行了调整,使得全省气温序列从南至北分布具有较好的‘均一性’。     

Stability analysis of shotcrete supported crown of NATM tunnels with discontinuity layout optimization

For tunnel constructed by New Austrian Tunnelling Method, the crown is the upper part of tunnel section, constructed during excavation process and supported by shotcrete. The stability of the crown has great influence on the safety of tunnel itself and the buildings above, which correlates, among others, with geometrical setup of tunnel and material properties of shotcrete and soil/rock. In this paper, aiming at analyzing the stability of shotcrete supported crown, a recently presented numerical method discontinuity layout optimization is adopted, which introduces a great amount of potential discontinuities cross over one another and provides a wide search space for efficient upper limit analysis. In the analysis, a well‐established hydration model of cementitious material is implemented for accounting the hydration of shotcrete. Then assumptions based on convergence‐confinement method are used for accounting the 3‐dimensional effect in 2‐dimensional analysis, finally providing time‐space–dependent assessments of stability of shotcrete supported crown.     

A stress and displacement discontinuity element method for elastic transversely anisotropic rock

The paper presents closed‐form solutions for stress and displacement influence functions for stress discontinuity (SD) and displacement discontinuity (DD) elements, for a two‐dimensional plane‐strain elastic, transversely anisotropic medium. The solutions for SD elements are based on Kelvin's problem and for DD elements on the concept of dipoles. Stress and displacement influence functions are derived for the following elements: constant SD, linear SD, constant DD, linear DD, square root DD, parabolic DD, constant DD surface, and linear DD surface elements. The formulations are incorporated into FROCK, a hybridized boundary element method code, and are validated by providing comparisons between the results from FROCK and the finite element code ABAQUS. A limited parametric analysis shows the effects of slight anisotropy on the stress field around the tip of a crack and of the orientation of the crack with respect to the axes of elastic symmetry. Copyright © 2014 John Wiley & Sons, Ltd.     

Separation of rifting and lithospheric folding signatures in the NW-Alpine foreland

The development of the Alpine mountain belt has been governed by the convergence of the African and European plates since the Late Cretaceous. During the Cenozoic, this orogeny was accompanied with two major kinds of intraplate deformation in the NW-European foreland: (1) the European Cenozoic Rift System (ECRIS), a left-lateral transtensional wrench zone striking NNE-SSW between the western Mediterranean Sea and the Bohemian Massif; (2) long-wavelength lithospheric folds striking NE and located between the Alpine front and the North Sea. The present-day geometry of the European crust comprises the signatures of these two events superimposed on all preceding ones. In order to better define the processes and causes of each event, we identify and separate their respective geometrical signatures on depth maps of the pre-Mesozoic basement and of the Moho. We derive the respective timing of rifting and folding from sedimentary accumulation curves computed for selected locations of the Upper Rhine Graben. From this geometrical and chronological separation, we infer that the ECRIS developed mostly from 37 to 17 Ma, in response to north-directed impingement of Adria into the European plate. Lithospheric folds developed between 17 and 0 Ma, after the azimuth of relative displacement between Adria and Europe turned counter-clockwise to NW–SE. The geometry of these folds (wavelength = 270 km; amplitude = 1,500 m) is consistent with the geometry, as predicted by analogue and numerical models, of buckle folds produced by horizontal shortening of the whole lithosphere. The development of the folds resulted in ca. 1,000 m of rock uplift along the hinge lines of the anticlines (Burgundy–Swabian Jura and Normandy–Vogelsberg) and ca. 500 m of rock subsidence along the hinge line of the intervening syncline (Sologne–Franconian Basin). The grabens of the ECRIS were tilted by the development of the folds, and their rift-related sedimentary infill was reduced on anticlines, while sedimentary accumulation was enhanced in synclines. We interpret the occurrence of Miocene volcanic activity and of topographic highs, and the basement and Moho configurations in the Vosges–Black Forest area and in the Rhenish Massif as interference patterns between linear lithospheric anticlines and linear grabens, rather than as signatures of asthenospheric plumes.

准噶尔造山带地壳结构初探

准噶尔造山带地壳结构复杂 ,构造形态多样。根据地球物理资料 ,特别是国家“30 5”项目可可托海至阿克塞地学大断面反映出 ,准噶尔造山带至少由四个不同时代、不同性质的地质块体拼合而成。地体间为深断裂或超岩石圈深断裂分隔。在地块内部不同层次之间也常有巨型水平剪切或滑脱带存在 ,造成了准噶尔造山带在垂向上有明显的分层性 ,在横向上具有不均一性和不连续性。     

Seismic vulnerability of reinforced concrete buildings with discontinuity in columns

Irregular reinforced concrete (RC) buildings constitute a significant portion of the existing housing stock. A common type of irregularity is in the form of discontinuity in the vertical framing elements, which can exacerbate their seismic vulnerability. The design guidelines available in seismic design codes essentially cater to only regular buildings, and the safety of such buildings, even when the other guidelines of the codes are followed, is doubtful. This article evaluates the vulnerability of RC frame buildings with discontinuity in columns designed for modern seismic codes, in the form of seismic collapse capacity, collapse resistance against maximum earthquake demand level, and failure mechanism. The adequacy and limitations of the provisions of the seismic design codes are evaluated for such buildings. Analysis results show that the sequential analysis of buildings considering the construction staged effects, considerably affects the design and hence the collapse failure mechanism of even low- and mid-rise buildings. The results also underline the importance of strong column–weak beam design in the seismic performance of the floating column buildings. The vertical component of ground motion is also observed to be relatively more crucial in floating column buildings.     

基于波形拟合的中国东海地区410 km间断面附近速度结构研究

410 km间断面是地幔转换带的顶界面,对其速度结构和起伏形态开展地震学探测有助于认识地球内部物质组成和相关的地球动力学过程.本文选取了由中国数字地震台网记录到的位于琉球俯冲区的一个中源地震P波宽频带波形资料,利用三重震相波形拟合研究了中国东海地区410 km间断面附近的精细速度结构.结果表明：中国东海地区下方410 km间断面整体表现为一尖锐的速度界面且有8~15 km的小幅抬升;该间断面之上存在52~62 km厚的低速层,其P波速度降低0.5%~1.6%;440 km深度以下存在1.0%~3.0%的P波高速异常.结合前人在该地区的层析成像结果,我们推测该高速异常体与西太平洋俯冲板片在中国东海地区地幔转换带内的滞留有关;板片内水相E分解使得转换带内水含量增加,这引发了410 km间断面的抬升;410 km间断面之上的低速层应与含水矿物脱水导致的地幔橄榄岩部分熔融有关.     

川西高温水热活动区深部热结构的地球物理分析

川西高温水热活动区是地热学研究的典型地区之一,该区温泉、热泉点分布广泛,这些温泉大多沿北西-南东向的金沙江断裂、德格-乡城断裂、甘孜-理塘断裂、鲜水河三条主断裂呈条带状分布.对此高温水热活动区开展地热学分析,是研究青藏高原"东构造结"深部地球动力学过程、开发利用川西高原地热资源的重要基础,具有重要的科学研究意义和实际应用价值.本文针对实测氦同位素所发现的壳幔热结构比,依据重力、航空磁法、地震资料,采用反演莫霍面、居里面深度等方法,对川西高温水热活动区的深部热结构进行了分析.同时对中高温热泉密集出露的巴塘、理塘以及康定水热活动区的典型壳幔热流构与深部背景场进行了对比研究.结果表明,地表氦同位素热流估算的深部热流结构与地球物理异常结果保持较好的对应关系.川西地区热流结构中地壳、地幔的热贡献比较接近：巴塘地区平均Q_c/Q=51.38%、理塘地区平均Q_c/Q=54.39%、康定地区平均Q_c/Q=42.42%.川西地区表现出了"温壳温幔"型的深部热结构,但温地壳背景下形成较高地表热流的原因有待进一步研究.     

接收函数确定Moho面速度和密度跃变的方法研究及应用

通过对单层模型反射和透射系数的推导,提出了利用接收函数一次转换波和多次波确定Moho面速度和密度跃变的速度-密度跃变(δβ-δρ)扫描叠加方法.利用反射率法计算了不同模型的远震理论地震图,按照与处理实际观测波形一致的方法和流程计算了理论接收函数;根据不同模型数值试验结果,深入分析了界面速度和密度跃变对接收函数震相幅度的影响.利用(δβ-δρ)扫描叠加方法,对理论接收函数进行了数值试验,结果证明了该方法的可行性.最后将该方法应用于位于青藏高原东北缘的高台(GTA)台和兰州(LZH)台,确定了两个台站下方Moho面的速度跃变分别约为(19±1)%和(20±1)%,密度跃变最小值为(4±2)%和(6±2)%.     

四川盆地深部地壳结构——深地震反射剖面探测

四川盆地位于扬子地块的西北部,被褶皱构造带所围绕,受周缘构造带的侧向挤压作用,盆地卷入了多期次和多边界的构造变形,为开展盆山耦合作用及多边界、多期次构造叠加与复合关系的研究提供了不可多得的理想野外实验室.为揭示四川盆地地壳结构,本文通过对3条不同时间采集的深地震反射剖面数据进行拼接联线处理,获得跨越四川盆地的330 km深地震反射偏移成果剖面,揭示了四川盆地地壳上地幔细结构:沉积层从西北向东南逐渐变薄,在龙门山前沉积层厚度超过15 km,在华蓥山下沉积层减薄到~8 km,且褶皱变形形成华蓥山薄皮褶皱冲断带;莫霍面出现在13~15 s(双程走时),埋深约40~45 km;并发现从下地壳延伸至地幔的东南向的倾斜反射,从13 s向下延伸至18 s,结合四川盆地及其周边地区其他地球物理和地球化学花岗岩同位素年龄等资料,我们认为这些倾斜反射层是扬子克拉通地台西北缘发生的新元古代俯冲的遗迹.