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1.
沈宇恒 《北京测绘》2020,(4):490-494
为了研究黄土山区地形对煤层群开采地表位移的影响,以榆林某矿为地质原型,利用数值软件模拟地表为近水平、正坡、负坡、凸面和凹面五种地形条件下煤层群开采。结果表明:黄土山区地形的变化,对煤层群开采顶板垂直应力影响不明显,对地表位移影响较大;单向坡开采,斜坡滑移引起的下沉量在坡顶与开采沉陷量形成“叠加”,在坡底形成“抵消”;在组合坡中,煤层群开采地表位移量相差很大,说明在变坡点附近地表位移较为复杂。  相似文献   
2.
位于郯庐断裂带中南部的肥东地区是郯庐断裂带内韧性剪切带出露的主体区域之一。本文从肥东北部文集地区的构造岩组成及其变形入手,通过详细的野外观测、室内显微构造变形分析来确定该地区构造变形的几何学形态及其涡度、有限应变、分维度、差异应力、应变速率等参数。研究区主要出露角闪岩相肥东变质杂岩,构造岩以糜棱岩和糜棱岩化片麻岩为主,岩石变形强烈。根据极摩尔圆法得到的运动学涡度值为0.729~0.870,指示区域内的韧性剪切活动以简单剪切为主。几何学形态上,肥东北部文集地区构造整体呈一背形展出,其枢纽走向NE-SW,轴面倾向SE,物质及变形强度等方面均表现出一定的规律和对称性。研究区内动态重结晶石英颗粒边界具有统计学上的自相似性,其分维值D在1.143~1.208之间,且自背形核部向两翼,颗粒粒径增大,分维值减小。差异应力Δσ介于17.86~55.18MPa之间,应变速率ε值在1.960×10^-13~7.330×10^-12s^-1之间,且背形核部差异应力和应变速率较两翼大,呈近似对称性分布。通过对比以上构造参数可以发现,区内差异应力和应变速率表现出一定的正相关性,自核部向两翼二者均呈减小趋势;动态重结晶石英颗粒则与应变速率呈负相关性,即核部颗粒细小、两翼增大。本文从几何学、运动学以及显微构造变形分析等方面对该区构造变形展开精细化研究,借此来分析肥东北部地区郯庐断裂带的构造形态和运动学特征,这对进一步认识郯庐断裂带的演化过程及构造模型的建立有着重要的意义。  相似文献   
3.
Petrographic and geochemical studies characterize lithologies of the Khambal Formation deposited in the Sindreth Basin as arkosic, subarkosic, and quartzarenite. Weathering indices, such as CIA and CIW in conjunction with the ACNK diagram, prescribe mostly moderate chemical weathering with intermittent pulses of extreme weathering in the source area. The discrimination diagrams suggest that these Neoproterozoic clastics were deposited in an active rift basin. Provenance indicators of the detritus components point to a terrane possessing subordinate mafic material in conjunction with large felsic components. A comparison of immobile element ratios with probable source rocks suggest that the Mesoproterozoic Delhi arc situated to the east of the Sindreth Basin could be the possible source. Our mixing calculation defines the proportion of end member components in the Delhi arc. Geodynamic considerations relate the origin of the Sindreth Basin to the processes of disintegration and reassembly of supercontinents.  相似文献   
4.
北山造山带中部(甘肃段)花岗岩成因及构造背景   总被引:2,自引:2,他引:0  
白荣龙  刘显凡  周慧玲 《岩石学报》2020,36(6):1731-1754
北山造山带中部花岗岩体以陶勒努图洪岩体和跃进山南岩体为代表,本文对这两个岩体进行了LA-ICP-MS锆石U-Pb定年、全岩地球化学和原位锆石Lu-Hf同位素分析,结果表明:岩体成岩年龄分别为410±2. 8Ma、427±2. 5Ma;主量元素呈现高硅、高钾钙碱性、准铝质-弱过铝质特征;微量元素表现为富集Th、Zr、Hf等及大离子亲石元素(Rb、U、K等),亏损Ba、Sr、Eu及高场强元素(Nb、Ta、P、Ti等);球粒陨石标准化稀土元素曲线呈轻稀土富集、重稀土亏损的右倾模式。综合分析认为跃进山南岩体属A型花岗岩,陶勒努图洪岩体属S型花岗岩。陶勒努图洪和跃进山岩体锆石ε_(Hf)(t)分别为-2. 90~-0. 12(平均值为-1. 53)、-1. 99~2. 82(平均值为0. 26),t_(DM2)分别为1. 41~1. 58Ga、1. 23~1. 54Ga。研究表明:陶勒努图洪黑云母花岗闪长岩岩浆源区主要为由元古界北山杂岩组成的以变质杂砂岩为主的古老地壳物质(含中基性岩石)部分熔融的产物,跃进山南二长花岗岩体可能在元古界北山杂岩组成的以变质杂砂岩为主的古老地壳物质重熔过程中有幔源岩浆的参与。在中志留世(427Ma)明水-小黄山洋已向南侧马鬃山-公婆泉弧之下俯冲至后期,板块后撤引发明水-旱山地体南缘弧后形成裂解环境导致幔源岩浆底侵,诱发地壳物质重熔形成花岗质岩浆,岩浆侵位形成跃进山南二长花岗岩体;至早泥盆世(410Ma),俯冲结束发生弧-陆碰撞造山导致地壳增厚,引发下地壳发生部分熔融产生的花岗质岩浆侵位形成陶勒努图洪岩体;两岩体是在早、晚古生代交接时段同一俯冲-碰撞构造背景下不同部位、不同亚构造环境下的产物。  相似文献   
5.
河口物质输运、能量交换与底边界层内的水动力过程密切相关,底边界层参数(如切应力、拖曳系数)的确定至关重要。挪威Nortek公司生产的新型声学多普勒流速剖面仪AD2CP相比传统ADCP具有高频、低噪的优点,可用于高频(16Hz)流速剖面观测,而被广泛应用于底边界层观测的ADV只能测量单点高频流速。本文采用AD2CP在长江口南槽最大浑浊带区域进行座底式观测,并与同步近底部三脚架上ADV的观测结果进行对比。结果表明,使用AD2CP测得的近底部平均流速与ADV的测量结果吻合良好;使用惯性耗散法计算了底切应力,基于ADV的单点高频流速数据计算结果为2.16×10~(-2)~5.69×10~(-1)N/m~2,基于AD2CP的结果为2.09×10~(-2)~4.26×10~(-1)N/m~2,二者范围大致相当。在此基础上,基于AD2CP数据计算出摩阻流速为4.55×10~(-3)~2.06×10~(-2)m/s、底拖曳系数范围为1.84×10~(-4)~2.49×10~(-3),与ADV的计算结果基本一致。此外,由于AD2CP可以获得高频的流速剖面数据,优于单点ADV,具备观测近底部边界层参数和边界层内湍流剖面的潜力。  相似文献   
6.
It is well established that the ship-ice interaction process is quite complex and associated ice loads on the icebreaker hull is a stochastic process. Obviously, novel accurate statistical methods and models should be developed and applied to estimate extreme bow stresses.This paper studies icebreaker bow stresses based on measured distribution of ice thickness in the Arctic Ocean on the way to and from the North Pole. Since the vessel route was carefully selected searching for easier ice conditions, the Arctic Ocean crossing was not a straight linear but a meandering path. Thus, the specific ship route data was biased with respect to general ice statistics in the region, but true with respect to the route specific ice data encountered by a ship navigating in that region. Therefore the route specific ice thickness data is directly needed for ship design and navigation analysis. It is assumed that captains are competent and knowledgeable, and therefore will select a route that provides the most favourable ice conditions.This paper contributes to study of the newest Chinese self-designed polar icebreaker, serving the purpose of enhancing icebreaker operational reliability. Finite Element Method software package ANSYS/LS-DYNA has been employed to simulate bow stress pattern for a particular icebreaker operating in the Arctic Ocean. Extreme bow stresses were estimated using Naess-Gaidai method. The latter is a first application of Naess-Gaidai method to a distribution with lower bound. Thus this paper aims at introducing an efficient method of estimating route-specific icebreaker extreme bow stresses.  相似文献   
7.
In 2019, four strong earthquakes of Mw>6.4 occurred successively in Mindanao, Philippines. Based on the reports from the USGS and PHIVOLCS, these earthquakes were dominated by strike-slip ruptures. Whether these earthquakes are temporally and spatially related remained unknown. We characterized the coseismic displacement fields during the earthquake sequence using an InSAR technique with Sentinel-1 SAR data. The InSAR deformation measurements convincingly reveal that the four earthquakes produced distinct coseismic displacement patterns. We estimated the source parameters of the earthquakes with a two-step inversion strategy. The optimal model suggests that the earthquake sequence resulted from the reactivation of a conjugate fault structure that involves two nearly vertical left-lateral strike-slip faults and two high-angle right-lateral strike-slip faults. We calculated Coulomb stress changes from the earthquake sequence, suggesting that the previous strong earthquakes had significant stress-encouraging effects on the following events. The regional velocities based on the GPS analysis suggest that the formation of this conjugate structure is mainly due to the westward movement of the subducting Philippine Sea Plate. This earthquake sequence provides a seismotectonic background for subsequent strong earthquakes and helps to better understand the formation mechanisms and seismotectonic implications of conjugate structure rupturing.  相似文献   
8.
Abstract

Under seismic loading, the soil layer is subjected to multidirectional cyclic shear stress with different amplitudes and frequencies because of the coupling of multiple shear waves and the soil element within a slope or behind a retaining wall is subjected to initial static shear stress before subjected to cyclic loading. Due to the complexity of seismic loading propagation, a phase difference exists between the initial static shear stress and cyclic shear stress. To investigate the influence of the phase difference and initial static shear stress on cyclic shear strain, cyclic modulus, and cyclic strength, a series of laboratory tests are performed on Wenzhou marine soft clay by multi-directional simple shear system, which can simulate the actual state better by controlling the horizontal cyclic stress in the x and y directions simultaneously. As the phase difference varies from 0° to 90°, the dynamic shear modulus increases and cyclic strain accumulation decreases with an increasing number of cycles. The shear strain increases with the initial shear stress.  相似文献   
9.
随着我国煤炭资源去产能整合煤矿的增多,复采工作面临空窄煤柱采动失稳问题日益凸显,已严重制约矿井安全高效生产。为此,针对辛安煤矿复采1402工作面辅运巷道5号钻场临空窄煤柱稳定性控制的工程难题,运用数值模拟与理论分析相结合的方法,探究5号钻场临空窄煤柱稳定性采掘扰动响应特征,提出5号钻场临空窄煤柱动态注浆加固技术方案并开展现场应用和效果检验。研究结果表明:1402工作面辅运巷道掘进对5号钻场临空窄煤柱稳定性影响较小;在1402工作面回采期间,距5号钻场18~6 m范围,临空窄煤柱集中垂直应力由非对称马鞍形分布逐渐过渡为拱形分布;距5号钻场6 m时,临空窄煤柱承载叠加垂直应力超过煤体强度,塑性区完全贯通,极易破坏失稳;现场采用MP364型注浆材料及专用注浆设备对5号钻场临空窄煤柱前后5 m区域进行加固,动态注浆始终超前工作面10 m,通过深孔窥视和气体监测手段验证临空窄煤柱良好的封堵固化效果,保障了工作面安全回采,为我国整合矿井类似条件下煤柱稳定性控制提供借鉴和参考。移动阅读   相似文献   
10.
The paper describes and evaluates an incremental plasticity constitutive model for unsaturated, anisotropic, nonexpansive soils (CMUA). It is based on the modified Cam-Clay (MCC) model for saturated soils and enhances it by introducing anisotropy (via rotation of the MCC yield surface) and an unsaturated compressibility framework describing a double dependence of compressibility on suction and on the degree of saturation of macroporosity. As the anisotropic and unsaturated features can be activated independently, the model is downwards compatible with the MCC model. The CMUA model can simulate effectively: the dependence of compressibility on the level of developed anisotropy, uniqueness of critical state independent of the initial anisotropy, an evolving compressibility during constant suction compression, and a maximum of collapse. The model uses Bishop's average skeleton stress as its first constitutive variable, favouring its numerical implementation in commercial numerical analysis codes (eg, finite element codes) and a unified treatment of saturated and unsaturated material states.  相似文献   
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