苍梧M_S5.4地震孕震环境的多尺度重力场分析及动力学意义     

陈兆辉  刘金钊  张双喜  张品  王同庆  朱传东  韦少港 《大地测量与地球动力学》2020,40(2):175-181

基于EGM2008研究苍梧震源区及华南块体不同尺度重力场的横向和纵向分布特征,探讨深部物质密度变化及可能的动力学意义,为该区地震孕育环境研究提供深部依据。扬子克拉通重力异常横向变化相对较小,显示出其相对稳定的克拉通结构特征;华夏地块上地幔存在与西太平洋板块俯冲角度较为一致的重力正异常和相间分布的重力负异常,其高低密度体分布可能与中生代以来西太平洋板块俯冲作用下岩石圈拆沉和软流圈物质上涌有关;扬子克拉通和华夏地块过渡带呈现显著的重力异常高梯度带和东西差异性特征,揭示了深部复杂构造变形的过渡带特征。本文研究区多尺度布格重力异常横向的复杂性和非均一性及在地壳和上地幔深浅差异性的重力异常特征,反映了研究区深浅物质结构和动力学不平衡的差异相互运动的动力学过程,可能是地震孕育的深部动力学环境。苍梧地震位于重力正负异常的过渡带,与深部物质扰动和密度分布的不均匀密切相关。  相似文献   

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徐君毅  李金龙  何海波  郭海荣  王爱兵 《大地测量与地球动力学》2014,34(4):123-126

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Multiple‐slider surfaces bearing for seismic retrofitting of frame structures with soft first stories     

Muhannad Y. Fakhouri  Akira Igarashi 《地震工程与结构动力学》2013,42(1):145-161

A new isolation interface is proposed in this study to retrofit existing buildings with inadequate soft stories as well as new structures to be constructed with soft first story intended for architectural or functional purposes. The seismic interface is an assembly of bearings set in parallel on the top of the first story columns: the multiple‐slider bearings and rubber bearings. The multiple‐slider bearing is a simple sliding device consisting of one horizontal and two inclined plane sliding surfaces based on polytetrafluoroethylene and highly polished stainless steel interface at both ends set in series. A numerical example of a five‐story reinforced concrete shear frame with soft first story is considered and analyzed to demonstrate the efficiency of the proposed isolation system in reducing the ductility demand and damage in the structure while maintaining the superstructure above the bearings to behave nearly in the elastic range with controlled bearing displacement. Comparative study with the conventional system as well as various isolation systems such as rubber bearing interface and resilient sliding isolation is carried out. Moreover, an optimum design procedure for the multiple‐slider bearing is proposed through the trade‐off between the maximum bearing displacement and the first story ductility demand ratio. The results of extensive numerical analysis verify the effectiveness of the multiple‐slider bearing in minimizing the damage from earthquake and protecting the soft first story from excessively large ductility demand. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

Free rocking response of a regular stone masonry wall with equivalent block approach: experimental and analytical evaluation     

Alexandre A. Costa  António Arêde  Aníbal Costa 《地震工程与结构动力学》2013,42(15):2297-2319

The evaluation of the dynamic behaviour of rocking elements is directly correlated to the energy dissipated because of the impacts at the base interface, which can be represented by means of a coefficient of restitution. This schematization is commonly accepted as representative of the out‐of‐plane response of stone masonry walls. An experimental campaign (in a lab environment) aiming at assessing the value of this coefficient for a sacco granite masonry wall is presented in this work. The rocking motion at a predefined bed joint level was induced in the tested specimens in order to validate a novel test setup designed to assess the coefficient of restitution value by means of a realistic reproduction of the rocking behaviour of a single element, under the hypothesis of an infinitely stiff system above the bed joint level. As the main objective of the work was to assess the rocking behaviour of a masonry wall that looses energy at the impacts at a certain joint level, the flexural behaviour was not desirable and had to be avoided. For this purpose, a test setup based on the equivalent block approach was developed. In the final section of this work, comparisons between experimental and numerical results are presented together with some preliminary conclusions on the appropriate modelling strategy and the values of the coefficient of restitution to be used for the seismic assessment of the out‐of‐plane rocking behaviour of this type of sacco stone masonry walls. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   

新疆包尔图铜矿赋矿变质岩特征及其地质意义     

张海军  荆德龙  汪帮耀 《西北地质》2014,(2):172-180

包尔图铜矿位于和硕县乌什塔拉北山区包尔图至库米什断裂带附近,铜矿体主要赋存于艾木太乌拉短轴背斜轴部附近的中元古界长城系星星峡群(Chxn)变质岩中,受断裂构造控制明显。本亚组地层自背斜轴部向两翼由角闪岩相逐步过渡到绿片岩相。矿区内的变质岩既具有中酸性火山岩类岩石化学的特点又具有沉积成因岩石化学的特点,为沉积岩与火成岩过渡类型。矿区内变质岩的地层学、岩相学及地球化学特征,表明其原岩应为一套海相中酸性、基性火山碎屑岩建造。研究区变质作用以区域变质作用为主,后期又叠加有动力变质作用,变质作用对该矿床的形成起到了重要的作用。  相似文献   

Quantitative analysis of the shallow crustal tectonic stress field in China mainland based on in situ stress data     

《Journal of Asian Earth Sciences》2014

The latest hydraulic fracturing and stress relief measurement data in the Chinese mainland were collected. The total of 3856 data entries are measured at 1474 locations. The measured area covers 75–130°E and 18–47°N, and the depth range varies from surface to 4000 meters depth, which generally includes each active tectonic block of China and each segment of North–South seismic belt. We investigated the tectonic stress field by removing the effect of gravity. For this, we assume lateral constraints and Heim’s rule. The gravity contribution is removed by using the assumption of lateral constraint and Heim’s rule. Our results show: (1) the maximum and the minimum horizontal principal stress σ_H, σ_h and the vertical stress σ_V in the shallow crust of China all increase linearly with depth: σ_H = 0.0229D + 4.738, σ_h = 0.0171D + 1.829, σ_V = 0.0272D. Maximum and minimum horizontal tectonic stress varies as a function of depth D linearly 4.738 < σ_T < 0.0139D + 4.738 and 1.829 < σ_t < 0.0162D + 1.829. The horizontal tectonic differential stress is σ_T − σ_t = 0.0058D + 2.912. (2) The intermediate value of σ_T1 (regression value of tectonic stress inferred from the assumption of lateral constraint at 2000 m depth) changes in different areas, the maximum value of which is 45.6 MPa, while the minimum value of which is 26.8 MPa. Horizontal tectonic differential stress σ_T − σ_t increases linearly with depth and the maximum and minimum of σ_T − σ_t is 25.3 MPa and 13.0 MPa, respectively. In general, the stress magnitude is much higher in western than in eastern China. This indicates that the strong Indo-Eurasian collision dominates the present tectonic stress field in Chinese mainland. (3) Compared with other study regions, the northward crustal compression to the Qinghai-Tibet block is relatively lower in magnitude in the shallow subsurface and higher at deeper depth. (4) The orientations of σ_T in China mainland generally form a radial scattering pattern centered in Tibetan Plateau. From western to eastern China, they rotate gradually clockwise from NS to NNE, NE, NEE, and SE, which is consistent with the result of focal mechanism solutions.  相似文献   

中国低煤阶煤层气资源区块评价方法讨论——以准噶尔盆地为例     

高福亮  鲁红峰  王海鹏 《地质与资源》2014,23(Z1)

针对国内低阶煤层气储量大、开采困难等特点,运用中高煤阶煤层气区块评价的方法,层次分析法以及模糊数学综合评价法,结合准噶尔盆地煤层气资源特征,得出了一套适合国内主要低煤阶煤层气区块评价的方法.并运用准噶尔盆地煤层气的各项数据进行计算来验证这种方法,确定了本方法的正确性、可靠性;最后通过讨论确定本文方法对于其他低煤阶含煤盆地的煤层气资源评价具可信性及普遍性.  相似文献   

青藏高原东缘旋转变形机制的数值模拟   总被引：1，自引：0，他引：1  

范桃园  孙玉军  吴中海 《地质通报》2014,33(4):497-502

在印度板块与欧亚板块的碰撞作用下,青藏高原受到华南块体、鄂尔多斯块体等不同程度的阻挡,引起高原的整体隆升。青藏高原东南缘发生物质向南"逃逸",青藏高原东缘现今的地壳运动表现为围绕青藏高原东构造结发生顺时针的旋转。针对青藏高原东缘的旋转变形特征,基于以大型活动断裂为界的块体构造模型,利用粘弹性接触单元有限元模拟,分析了控制青藏高原东缘旋转变形的动力学环境,模拟的GPS速度与实测GPS速度能够较好的地吻合,构造应力场分布特征和活动断层的性质也能够较大程度地吻合,模拟过程采用的边界及其代表的动力学环境表明,青藏高原东缘整体受控于印度板块的持续碰撞和稳定的华南板块的阻挡,在下地壳的拖曳和重力作用下,青藏高原物质从南部边界"逃逸"。在"逃逸"过程中,受印度板块斜向俯冲作用的影响,沿实皆断裂缅甸板块对巽他板块的剪切拉升作用是形成围绕喜马拉雅东构造结的旋转运动和地壳变形的重要因素,也是青藏高原东南缘旋转活动构造体系的主要影响因素之一。  相似文献   

Modeling blocky nonlinear mechanics behavior on plasticity and progressive fractures with the enriched mesh free DDA method     

Y.Z. Ma  H. Zheng  R.T. Zhang  Z.X. Ding  K.J. Cai 《Geomechanics and Geoengineering》2014,9(2):160-171

This study explores a new form of Discontinuous Deformation Analysis (DDA) method, which uses mesh free displacement functions instead of linear polynomial ones adopted in the original DDA, hence it can effectively describe complex block displacements and deformations. Moreover, the capability of describing a block’s nonlinear mechanical behaviors, i.e., plasticity and fracture, are developed under classical fracture and increment plasticity mechanics theories. With consideration of computation efficiency and convenience, the Sibson natural neighbor interpolation technique for block plasticity analysis and the enriched Moving Least-Squares (MLS) approximation for block fracture analysis are employed, respectively. Numerical results show the applicability of the proposed mesh free DDA method.  相似文献   

The dilemma of the Jiaodong gold deposits: Are they unique?   总被引：2，自引：0，他引：2  

Richard J. Goldfarb  M. Santosh 《地学前缘(英文版)》2014,5(2):139-153

The ca. 126e120 Ma Au deposits of the Jiaodong Peninsula, eastern China, define the country＇s largest gold province with an overall endowment estimated as＆gt;3000 t Au. The vein and disseminated ores are hosted by NE-to NNE-trending brittle normal faults that parallel the margins of ca. 165e150 Ma, deeply emplaced, lower crustal melt granites. The deposits are sited along the faults for many tens of kilometers and the larger orebodies are associated with dilatational jogs. Country rocks to the granites are Pre-cambrian high-grade metamorphic rocks located on both sides of a Triassic suture between the North and South China blocks. During early Mesozoic convergent deformation, the ore-hosting structures developed as ductile thrust faults that were subsequently reactivated during Early Cretaceous ＂Yan-shanian＂intracontinental extensional deformation and associated gold formation. 〈br〉 Classification of the gold deposits remains problematic. Many features resemble those typical of orogenic Au including the linear structural distribution of the deposits, mineralization style, ore and alteration assemblages, and ore fluid chemistry. However, Phanerozoic orogenic Au deposits are formed by prograde metamorphism of accreted oceanic rocks in Cordilleran-style orogens. The Jiaodong de-posits, in contrast, formed within two Precambrian blocks approximately 2 billion years after devolati-lization of the country rocks, and thus require a model that involves alternative fluid and metal sources for the ores. A widespread suite of ca. 130e123 Ma granodiorites overlaps temporally with the ores, but shows a poor spatial association with the deposits. Furthermore, the deposit distribution and mineral-ization style is atypical of ores formed from nearby magmas. The ore concentration requires fluid focusing during some type of sub-crustal thermal event, which could be broadly related to a combination of coeval lithospheric thinning, asthenospheric upwelling, paleo-Pacific plate subduction, and seismicity along the continental-scale Tan-Lu fault. Possible ore genesis scenarios include those where ore fluids were produced directly by the metamorphism of oceanic lithosphere and overlying sediment on the subducting paleo-Pacific slab, or by devolatilization of an enriched mantle wedge above the slab. Both the sulfur and gold could be sourced from either the oceanic sediments or the serpentinized mantle. A better understanding of the architecture of the paleo-Pacific slab during Early Cretaceous below the eastern margin of China is essential to determination of the validity of possible models.  相似文献