尼日尔Termit盆地上白垩统Madama组地震相识别与沉积相演化分析

以层序地层学及沉积学理论为指导,综合运用测井、录井以及地震资料,将尼日尔Termit盆地上白垩统Madama组划分为一个三级层序(MS),并进一步识别出低位体系域、海侵体系域以及高位体系域。在等时层序地层格架内,识别出前积反射地震相、河道充填反射地震相、平行-亚平行反射地震相以及杂乱反射地震相等四种类型,并识别出辫状河三角洲的沉积相类型。认为层序MS的低位体系域主要发育辫状河三角洲前缘亚相,高位体系域则主要发育辫状河三角洲平原亚相。Madama组整体表现为一个海退的沉积演化过程。     

华北克拉通中部过渡带SKS波分裂研究:鄂尔多斯东南角的局部软流圈绕流

本文对布设在华北克拉通东西两块体交界区域的宽频带流动地震观测台阵和部分固定台站的远震波形记录开展了SKS波分裂研究.结果显示,鄂尔多斯块体内部的各向异性比较弱,剪切波分裂导致的时间延迟一般小于0.7s.鄂尔多斯块体东缘的山西断陷带和太行山以及华北平原西部均表现出了比较强的各向异性,时间延迟大于1.0s.特别是在太行山地区观测到的ENE趋向的快波偏振方向明显不同于鄂尔多斯块体和华北平原地区的近E-W和ESE方向的快波偏振方向.在华北克拉通东西两块体交界过渡带的太行山地区观测到的显著上地幔各向异性及变化可能对应于围绕鄂尔多斯块体东南角的局部软流圈绕流,而后者可能起因于鄂尔多斯块体的逆时针旋转以及青藏高原软流圈沿秦岭大别造山带向东的流动.     

基于瞬变电磁矩变换的快速三维反演方法

瞬变电磁法的严格三维反演计算复杂、占用资源多,在普通计算机上难以实现.本文引入瞬变电磁矩变换的概念,提出一种快速三维反演方法.该方法基于阻性限制(resistive limit)特性,建立包含异常体的三维大地的一阶矩响应正演算法,根据不同约束条件,选择优化的最速下降法实现瞬变电磁快速三维反演.文中通过含异常体的三维大地正演一阶矩与仿真数据一阶矩的对比,验证了快速三维正演算法的有效性,之后在不同约束条件下,利用优化的最速下降法实现了对含噪声的仿真瞬变电磁数据的快速三维反演.结果表明,该方法能够在普通计算机上短时间内较为准确地反演出地下异常体的体积和位置,在瞬变电磁数据的实时解释工作中具有良好的应用前景.     

上地壳纵横波速度结构相关反演成像方法

基于纵横波初至走时数据的层析成像方法越来越广泛地被应用于揭示不同构造域壳幔速度结构特征.我们从同一地质体的纵横波速度属性相关这一基本思想出发,提出一种相关反演成像的方法:纵横波速度反演交替进行,在迭代反演过程中每通过一次反演获得相应的纵波速度(或横波速度)结构后,更新相应的纵横波速度比模型以及相应的横波(或纵波)速度反演的初始模型,然后继续开展后续横波(或纵波)速度反演工作.在反演过程中依据纵横波速度的相关性信息和射线路径长度将走时残差以不同权重分配到射线路径经过的单元,依据网格节点周围平均的慢度扰动更新速度模型.正反演过程分别基于有限差分走时计算方法和反投影成像方法.两种典型模型试验表明,该技术应用于上地壳速度结构反演成像过程,可有效提高反演结果的可靠性,在很大程度上避免了常规单独反演纵波和横波速度过程容易带来的畸变和失真.该方法应用于重建青藏高原西部札达—泉水沟深地震测深(DSS)剖面下方的上地壳速度结构,揭示出与青藏高原西缘板块碰撞相关的上地壳速度结构特征.     

宁芜火山岩盆地及邻区上地壳电性结构研究

为了较全面、客观地认识宁芜矿集区上地壳电性结构,研究"玢岩铁矿"成矿规律与深部地球物理、地质结构的对应关系,为探索深部"第二找矿空间"提供物性参数,我们完成了6条宽频大地电磁测深剖面.通过分析各剖面电性成像结果,讨论了"长江断裂带"与矿集区成矿的关系,并且认为围岩、岩浆及其上侵通道是区内矿床的控矿因素.此外,结合姑山铁矿床的位置以及铁矿床成矿规律判断宁芜火山岩盆地南部低阻条带为矿集区姑山火山-岩浆旋回的岩浆(导矿)通道,而盆地东部邻区的倾斜"叠瓦状"电性特征说明该区在经历了印支期褶皱构造运动后发育了逆冲推覆构造.     

基于P波三重震相的下扬子克拉通地幔转换带顶部低速层初探

本文基于中国地震观测台网记录到的震中距为10°~23°之间琉球俯冲区一个中深源地震的P波三重震相信息,研究了下扬子克拉通转换带顶部P波速度结构.通过射线追踪和理论地震图与观测地震波形的对比,发现下扬子克拉通下方的410 km间断面为一厚度20 km的梯度带,其上存在一由西南向东北变厚的低速层,厚度变化40~57 km,P波速度减低2.7%~4.5%.该低速层可以被认为是由于地幔橄榄岩部分熔融引起的.     

Upper crustal structure under Jingtai–Hezuo profile in Northeastern Tibet from topography-dependent eikonal traveltime tomography

The Northeastern Tibetan plateau records Caledonian Qilian orogeny and Cenozoic reactivation by continental collision between the Indian and Asian plates. In order to provide the constraint on the Qilian orogenic mechanism and the expansion of the plateau, wide-angle seismic data was acquired along a 430 km-long profile between Jingtai and Hezuo. There is strong height variation along the profile, which is dealt by topography flattening scheme in our crustal velocity structure reconstruction. We herein present the upper crustal P-wave velocity structure model resulting from the interpretation of first arrival dataset from topography-dependent eikonal traveltime tomography. With topography flattening scheme to process real topography along the profile, the evenness of ray coverage times of the image area (upper crust) is improved, which provides upper crustal velocity model comparable to the classic traveltime tomography (with model expansion scheme to process irregular surface). The upper crustal velocity model shows zoning character which matches with the tectonic division of the Qaidam-Kunlun-West Qinling belt, the Central and Northern Qilian, and the Alax blocks along the profile. The resultant upper crustal P-wave velocity model is expected to provide important base for linkage between the mapped surface geology and deep structure or geodynamics in Northeastern Tibet.     

Septal patterns in Agetolites from the Xiazhen Formation (Upper Ordovician) at Zhuzhai,Yushan County,Jiangxi Province,South China

Patterns of septal insertion were analyzed in three species of Agetolites from the Upper Ordovician in Yushan County,Jiangxi Province of China.Agetolites is a peculiar coral possessing features of both tabulate(e.g.,mural pores)and rugose corals(e.g.,well-developed septa).Septal patterns have long been considered to be indicative of the origin of corals,and the pattern of septal insertion in Agetolites has been known to be typical of rugosans.This study,however,reveals that the patterns in Agetolites are rather random and cannot be an indication of its rugosan affinity.It is suggested that Agetolites probably has a closer phylogenetic relation with tabulates than with either rugosans or scleractinians.Two insertion patterns of the first six septa were detected(Types Ⅰ and Ⅱ).Type I is interpreted as scleractinian pattern whereas Type II as typical pattern of rugosans.Types 1 and 2 are septal patterns of the second stage recognized in this study.Type 1 insertion occurs in six sectors located in the center of each interseptal space,suggesting scleractinian pattern of insertion.Type 2 insertion occurs in four sectors that are comparable with alar and counter sectors in rugose corals.Four patterns of the third(Types A–D)and fourth stages(Types a–d)of septal insertion have also been recognized in Agetolites.Type A only occurs in two adjacent sectors possibly due to the incompleteness of septal development.Type B presents rugosan pattern.Types C and D resemble scleractinian pattern in most aspects.Types a,b,and c present no clear attribution to rugosan or scleractinian pattern probably due to the incompleteness of septal development whereas Type d is observable in rugose corals.     

均质边坡稳定性极限曲线法

基于滑移线场理论,按边坡坡面变形量评价其稳定性,提出均质边坡极限曲线法。该法是求有重边坡极限荷载的逆过程,也是强度折减法的对偶过程。以特征线法差分方程组（SCM）和试验方程近似公式（CCM）求得的极限坡面曲线与坡面线相交为变形破坏准则,定义了安全度（DOS）和破坏度（DOF）2个评价指标。该方法不必假设和搜索临界滑动面。经典考题和典型算例的验算表明,随着节点的增加SCM法计算精度增加,边界步长不变时,3次样条插值求得的变形破坏准则判断值不变,说明SCM算法稳定。典型算例的计算数据和图例表明,边坡角变大时边坡稳定性降低,极限坡面曲线与坡面由无交点变为有交点,证明了变形破坏准则的正确性。由2个例题计算结果对比可知,安全系数较大时,SCM法、CCM法计算结果与其具有可比性,相对于原边界条件增加了外荷载;安全系数变小时,SCM法、CCM法偏于保守。34个样本计算正确率为安全系数法67.7%,应力状态法73.5%,CCM法79.4%,SCM法70.6%,表明SCM法和CCM法正确率较高,计算结果可靠,SCM法、CCM法因素敏感性分析结论与安全系数法完全一致。在露天矿边坡稳定性和最终边坡角的分析与计算中,SCM法、CCM法结论与原报告相同,当参数变小时CCM法更有利于实践,具有一定的工程应用价值。     

大断面厚顶煤巷道顶板冒落破坏的上限分析

根据大断面厚顶煤巷道顶板的破坏特性,考虑了顶板围岩应力水平与支护荷载的影响,利用Hoek-Brown强度准则及其相关联的流动法则,构造出厚顶煤巷道顶板的冒落破坏机构。基于塑性力学中的上限分析方法,结合变分原理,推导得到了大跨度厚顶煤巷道顶板的冒落破坏机制,并以赵楼煤矿某巷道现场实践为例,分析了不同计算参数对顶板冒落破坏机制的影响。计算研究表明：随着岩体经验参数A、抗拉强度、抗压强度及支护荷载的增加,冒落体尺寸随之增大,而当岩体经验参数B、围岩应力及岩体重度增加时,冒落体尺寸则随之减小;冒落体尺寸代表了巷道顶板安全性能的大小,其尺寸越大,表明使巷道顶板发生冒落破坏所需外力功越多,顶板安全性能也越高;岩体经验参数B、围岩应力水平与支护荷载对顶板围岩破裂机制影响较为显著,参数B决定了冒落体的破裂形状,随着参数B的增加,冒落破裂迹线的曲率不断减小;增大支护阻力是提高顶板稳定性的有效途径,其研究结果可为大断面厚顶煤巷道支护设计提供一定的理论依据。