青藏高原东北缘及其邻区的地壳结构与地震关系初探   总被引：6，自引：0，他引：6       下载免费PDF全文

周民都  赵和云  马钦忠  钱家栋 《地震工程学报》1997,19(1):58-63,69

用人工地震测深资料及天然地震反演结果给出了东经９６°～１０８°，北纬３２°～４０°范围内的莫霍面埋深图，并讨论了莫霍面轮廓与中强地震发生的关系。结果表明，中强地震多发生在地壳厚度急剧变化、陡变带拐弯处及中地壳顶部存在低速层的区域内  相似文献   

三维分块倾斜界面的反演及其应用   总被引：3，自引：0，他引：3       下载免费PDF全文

赖晓玲  郑需要  张先康 《地震工程学报》1997,19(3):63-68

介绍了利用反射波走时反演介质层速度和包含直立断层的三维界面的计算方法．对各层界面利用多个倾斜或平界面方程来描述．给出了数值计算实例．结果表明，反演解与真模型很接近，说明计算方法是有效的．利用该方法处理了唐山地震区的ＰｍＰ反射波资料，获得了该区域莫霍界面的三维分块形态．唐山附近莫霍界面错断与该区域１９７６年唐山地震及一系列余震的发生有密切的联系．  相似文献   

Mapping the crustal thickness in southwest Japan using Moho-reflected waves     

Mohamed K Salah  Dapeng Zhao 《Physics of the Earth and Planetary Interiors》2004,141(2):79-94

In this work we have tried to detect and collect later phases associated with the Moho discontinuity and use them to study the lateral variations of the crustal thickness in southwest (SW) Japan. We first compute synthetic seismograms for local earthquakes taking into account the focal mechanism solutions estimated from first motion polarity data. Then we compare the synthetics with the observed waveforms to detect the major later phases in seismograms of shallow crustal earthquakes in SW Japan. Taking the advantage of the high quality and great quantity of Hi-net waveform data now available throughout the entire Japan Islands, we have detected 1659 Moho-reflected phases (PmP and SmS) from shallow events in SW Japan. We estimated the crustal thickness in the study area using travel time differences between these later phases and the first P and S arrivals. Our results show that the Moho is deep in Chubu district and becomes shallower along the coastlines of the Japan Sea and the Pacific Ocean. A thinner crust appears in Osaka Bay and Awajii Island where the 1995 Kobe earthquake (M7.2) occurred.  相似文献   

苏鲁造山带区域地壳山根结构特征   总被引：15，自引：6，他引：15  

徐纪人  赵志新 《岩石学报》2004,20(1):149-156

本利用苏鲁大别造山带及其邻区的三维P波速度资料，详细对比研究了苏鲁与大别超高压变质带莫霍面深度和深部P波速度结构分布特征。结果表明，尽管苏鲁、大别超高压变质带都具有上地壳明显高速且上凸；中地壳增厚；下地壳埋藏较深且下凹等共同的P波速度结构特征，与大别地区相比较，苏鲁超高压变质带还存在着独特的区域性特征。从地貌上看，苏鲁地区山脉已经基本消失。苏鲁超高压变质带的地壳厚度为32～33公里，深于其周围地区2～3公里，但是莫霍面下凹程度远不如大别地区，造山带地壳山根已逐步趋向消失。苏鲁地区上地壳P波速度高于大别，比其周围地区约快1～1．2km/s，有可能显示了该区有更多高速、高密度的超高压变质岩折返到上地壳与地表的岩石物性效果。大别造山带山脉依然存在，莫霍面下凹更明显，沿NWW向串状残留地壳山根最深为37～38公里，深于其周围地区3～4公里。对比研究结果表明，由于区域构造运动的作用，苏鲁大别造山带中的不同地段，在其造山、演化过程中也存在着差别。苏鲁的造山运动起始虽略晚于大别，但结束的更快，比大别更早进入了造山运动的后期。分析促使苏鲁造山运动进程加速的主要构造原因可能有两点，郯庐断裂带的左旋走滑运动以及通过中国华北区域的大范围NW-SE向扩张应力场的影响。大区域构造背景加速了苏鲁造山带地表高山侵蚀过程的同时，随着山根浮力的不断减弱，地壳深部山根逐渐趋向消失。地壳速度结构特征有可能反映了苏鲁造山带的地壳山根随着地表山脉的侵蚀而减弱，趋向消失的过程。  相似文献   

Large‐scale poroelastic fractured reservoirs modeling using the fast multipole displacement discontinuity method          下载免费PDF全文

A. Verde  A. Ghassemi 《国际地质力学数值与分析法杂志》2016,40(6):865-886

An effective approach to modeling the geomechanical behavior of the network and its permeability variation is to use a poroelastic displacement discontinuity method (DDM). However, the approach becomes rather computationally intensive for an extensive system of cracks, particularly when considering coupled diffusion/deformation processes. This is because of additional unknowns and the need for time‐marching schemes for the numerical integration. The Fast Multipole Method (FMM) is a technique that can accelerate the solution of large fracture problems with linear complexity with the number of unknowns both in memory and CPU time. Previous works combining DDM and FMM for large‐scale problems have accounted only for elastic rocks, neglecting the fluid leak‐off from the fractures into the matrix and its influence on pore pressure and stress field. In this work we develop an efficient geomechanical model for large‐scale natural fracture networks in poroelastic reservoirs with fracture flow in response to injection and production operations. Accuracy and computational performance of the proposed method with those of conventional poroelastic DDM are compared through several case studies involving up to several tens of thousands of boundary elements. The results show the effectiveness of the FMM approach to successfully evaluate field‐scale problems for the design of exploitation strategies in unconventional geothermal and petroleum reservoirs. An example considering faults reveals the impact of reservoir compartmentalization because of sealing faults for both geomechanical and flow variables under elastic and poroelastic rocks. Copyright © 2015 John Wiley & Sons, Ltd.  相似文献   

曲率属性在河流相储层内部不连续性检测中的应用     

张晶玉  范廷恩  王海峰  张显文  杜昕 《物探与化探》2021,(2):450-457

河流相砂岩储层内部由于岩性、物性和微小构造变化导致的不连续性特征是阻隔流体流动,影响注采受效的重要因素。因此对这些特征的研究对于油田开发具有重要意义。这类不连续特征在地震资料上通常表现为地震振幅和波形的变化、同相轴的扭曲等,尺度通常小于地震资料分辨率。本文研究了基于曲率算法的储层不连续性特征的识别方法,通过模型正演分析发现曲率属性对于砂体之间不连续性特征具有较高的检测精度。在渤海某油田砂体单元的应用分析表明,曲率属性对于储层不连续性的检测结果与后期生产动态及示踪剂测试结果吻合,验证了该方法的可靠性。该方法技术能够为油田高效开发提供有力的技术支撑。  相似文献   

A simple method of estimating rock mass porosity and permeability     

Cheng Haw Lee  Ian. W. Farmer 《Geotechnical and Geological Engineering》1990,8(1):57-65

Conclusion A simple method of estimating fracture porosity and permeability based on empirical relations between fracture aperture andJRC andJCS can be developed. This shows very close correlation with existing data, using simple discontinuity models. There is quite a good correlation between fracture porosity and permeability and depth for larger initial apertures.  相似文献   

Three　dimensional　velocity　structure　beneath　the　Kunming　Telemetered　Seismic　Network     

王椿镛  王溪莉  颜其中 《地震学报(英文版)》1994,(2)

Ｔｈｒｅｅ　ｄｉｍｅｎｓｉｏｎａｌ　ｖｅｌｏｃｉｔｙ　ｓｔｒｕｃｔｕｒｅ　ｂｅｎｅａｔｈ　ｔｈｅ　Ｋｕｎｍｉｎｇ　Ｔｅｌｅｍｅｔｅｒｅｄ　Ｓｅｉｓｍｉｃ　Ｎｅｔｗｏｒｋ（王椿镛）（王溪莉）（颜其中）Ｔｈｒｅｅｄｉｍｅｎｓｉｏｎａｌｖｅｌｏｃｉｔｙｓｔ...  相似文献   

渭河断陷及邻近地区莫霍界面速度图象   总被引：1，自引：0，他引：1  

袁志祥  薛广盈 《地震地质》1995,17(4):446-452

根据陕西省及邻省地震台网的地震记录，利用地震及工矿爆破的首波走时，采用地震层析技术，重建了渭河断陷及邻近地区的莫霍界面速度图象。并对速度横向不均匀性及其与地质构造、地震活动的关系进行了探讨  相似文献   

An analytical method for determining shear stiffness of an inclined grouted bolt installed across an open discontinuity     

B. Stimpson 《Geotechnical and Geological Engineering》1987,5(3):299-305

Summary The shear stiffness of a grouted, rock bolt intersecting a discontinuity controls the amount of shear movement that can occur for a given shear force. In this paper an analytical model is developed for estimating the shear stiffness of a single bolt as a function of bolt inclination, hole and bolt diameter, bolt, grout and rock Young's moduli, and aperture (opening) across the discontinuity, and sensitivity studies conducted to determine the most significant of these variables as predicted by the model.  相似文献