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131.
利用区域化探归面(水系沉积物测量)资料,使用区域浓度克拉克值及变化系数两个参数,对福建省32种元素的资源潜力进行了排序,认为在目前国家的导向矿种中,福建省的资源潜力依次为锌-银-铅-锡-金-铜-钼。同时根据谢学锦院士提出的地球化学块体学块体的理论和方法,预测了政和Au地球化学块体、龙岩中甲Cu地球化学块体、大田Pb地球化学块体的资源潜力,分别为金430吨、铜625万吨、铅408万吨。初步探讨了成矿系统的元素分带及地球化学模式研究的意义和方法,认为这项研究对上述地区的打矿突破具有重要作用。 相似文献
132.
Tectonics of Precambrian basement of the Tarim craton 总被引:4,自引:0,他引:4
The Altyn Tagh Mountain is the main area where the Precambrian basements of Tarim craton are exposed. There are two ophiolitic
belts in Altyn Tagh: one belt is exposed in the northern margin of Altyn Tagh whose formation age is about (829±60) Ma, the
other is situated along the southern margin of Altyn Tagh and has a formation age of about (1449±270) Ma. This paper proposes
a simple tectonic model for the Precambrian basement of Tarim craton established from ophiolites in Altyn Tagh area. The south
Tarim block had amalgamated with Qaidam block during about 1400-1500 Ma along the present Altyn fault, while the south Tarim-Qaidam
united block was still separated from the north Tarim block by an ocean. The united block of south Tarim and Qaidam collided
with north Tarim block along the zone of high positive anomaly of central Tarim, Hongliugou and Lapeiquan in about 800 Ma.
So since the Sinian (beginning at 800 Ma) there has been an integrated basement for Tarim craton. 相似文献
133.
白云鄂博碳酸岩墙碳氧同位素地球化学 总被引:7,自引:3,他引:7
对内蒙古白云鄂博 REE- Fe- Nb矿床周围碳酸岩墙中共存的方解石和白云石进行了 C和 O同位素分析。结果表明,方解石和白云石的δ 13C值变化范围一致,均为- 3.5‰~- 7.3‰,落在正常地幔δ 13C值范围 (- 5‰± 2‰ )内;而它们的δ 18O值可分为两组,第Ⅰ 组为 9.5‰~ 18.0‰,第Ⅱ 组为 20.6‰~ 22.6‰,均远大于正常地幔δ 18O值范围 (5.7‰± 1.0‰ )。第Ⅰ 组低δ 18O值样品中共存白云石与方解石之间的 C和 O同位素分馏均为负值,因此处于热力学不平衡状态,指示它们自形成后受到过后期热液蚀变,与先前的岩石学观察一致。相反,第Ⅱ 组高δ 18O值样品中白云石与方解石之间的 C和 O同位素分馏均为正值,处于热力学平衡状态,指示它们自形成后未受到后期热液蚀变,因此可能沉淀于晚期低温高δ 18O值流体。第Ⅰ 组碳酸岩墙中白云石的 C和 O同位素组成不呈线性分布,指示碳酸岩浆并非由幔源碳酸盐与沉积碳酸盐混合形成。应用水-岩交换模型计算得到,第Ⅰ 组碳酸岩在侵位后经历了碳酸岩浆期后热液的不均一蚀变,蚀变温度约在 220~ 800℃之间,蚀变流体的 CO2/H2O比值较小 (1/500),但水 /岩比值变化较大 (10~ 400)。由于低温下方解石与热液之间的碳氧同位素交换速率大于白云石,导致这部分碳酸 相似文献
134.
本文介绍了用计算机辅助设计软件AUTOCAD与三维动画软件3DMAX来绘制峨嵋山地区块体图的方法,以此为例子讲述了将地形图改画面三维图的具体操作步骤,并进一步论述了用计算机绘制块体图的方法有着广泛的应用及其实用价值。 相似文献
135.
白云鄂博矿床白云岩的Sm—Nd、Rb—Sr同位素体系 总被引:17,自引:4,他引:17
白云鄂博矿床的年龄和成因长期争论.本文报道了白云鄂博矿床白云岩及其组成矿物的Sm-Nd、Rb-Sr同位素分析结果.采自该矿床主、东矿等地的15个白云岩样品的Sm-Nd同位素分析结果呈现一条等时线,等时年龄1273±100(2σ)Ma,INd=0.510919士36(2d),MSWD1.01.全岩Rb-Sr同位素分析结果分散,不构成等时线.87Rb/86Sr0~2.092×100-2,87Sr/86Sr0.70341~0.70541.白云岩矿物的Sm-Nd同位素分析结果给予了与全岩类似的Sm-Nd等时年龄,t=1250士210(2σ)Ma,1Nd=0.510914±77(2σ),MSWD
0.56.白云鄂博矿床可能是中元古代末期大离子亲石微量元素略为富集地幔源区部分熔融岩浆活动产物. 相似文献
136.
The sliding block theory was proposed by Newmark for determining the permanent displacement of embankments and dams under earthquake loading. This paper highlights recent applications of sliding block theory to different geotechnical structures. The equations to determine seismic factor of safety, yield acceleration and permanent displacement are given for rock block, soil slope, landfill cover, geosynthetic-reinforced soil retaining wall, and composite breakwater. The presented equations for seismic stability degenerate to that of static stability in the absence of earthquake. The permanent displacement for various structures can be obtained from that of a horizontal sliding block through a correction factor. A simplified procedure is included for the permanent displacement under vertical acceleration. The sliding block approach is rational for design under high seismic load. 相似文献
137.
Model of rigid and elastic-plastic motion in intraplate blocks and strain status of principal blocks in Chinese mainland 总被引:5,自引:1,他引:5
Introduction The Chinese mainland is located in the southeastern part of Eurasia plate and encircled by India, Eurasia, Pacific and Philippine Sea plates. It is one of areas with the strongest tectonic de-formation, especially Qingzang (QinghaiXizang) plateau and NS tectonic zone where the tec-tonic activity is more intensive and intricate. The main part of tectonic activity of Chinese mainland includes a series of tectonic zones and active blocks divided by them. Therefore, the research… 相似文献
138.
Post-earthquake investigation on several geosynthetic-reinforced soil retaining walls and slopes during the Ji-Ji earthquake of Taiwan 总被引:1,自引:0,他引:1
Hoe I. Ling Dov Leshchinsky Nelson N. S. Chou 《Soil Dynamics and Earthquake Engineering》2001,21(4):3087
This paper gives an overview on the application of geosynthetic-reinforced soil structures in Taiwan. Taiwan has an unique topography and geotechnical conditions that rendered a less conservative and more challenging design compared to that of North America, Europe and Japan. The Ji-Ji (Chi-Chi) earthquake of 1999 gave an opportunity to examine the behavior of reinforced soil structures. The performance of several modular-block reinforced soil retaining walls and reinforced slopes at the vicinity of the fault was evaluated. Reinforced structures performed better than unreinforced soil retaining walls. The failure cases were highlighted and the cause of failure was identified. The lack of seismic design consideration could be a major cause of failure. The compound failure mode, the inertia force of the blocks, and the connection stiffness and strength relative to the large dynamic earth pressure, were among major items that would warrant further design consideration. 相似文献
139.
V. Pereyra 《Pure and Applied Geophysics》1996,148(3-4):345-386
We describe an integrated forward and inverse three-dimensional modeling system that can deal with complex geological structures. The system has been designed to handle large-scale problems by using a distributed approach. It uses seismic ray tracing for forward simulation, time-to-depth mapping, and nonlinear travel-time inversion.A novel decomposition method is our tool to attack large-scale problems in a parallel approach. The system is fully implemented and we demonstrate its performance with synthetic examples.This research was partially supported by the National Science Foundation under SBIR Grant III-9300992. 相似文献
140.
Aseismio fault slip and block deformation in North China 总被引:1,自引:0,他引:1
Lanbo Liu Alan T. Linde I. Selwyn Sacks Shihai He 《Pure and Applied Geophysics》1996,146(3-4):717-740
In North China, the tectonic fault-block system enables us to use the Discontinuous Deformation Analysis (DDA) method to simulate the long-term cross-fault survey and other geodetic data related to aseismic tectonic deformation. By the simulation we have found that: (1) Slips on faults with different orientation are generally in agreement with the ENE-WSW tectonic stress field, but the slip pattern of faulting can vary from nearly orthogonal, to pure shear along the strike of the faults, this pattern cannot be explained by simple geometric relation between the strike of the fault and the direction of the tectonic shortening. This phenomenon has been observed at many sites of cross-fault geodetic surveys, and might be caused by the interactions between different blocks and faults. (2) According to the DDA model, if the average aseismic slip rate along major active faults is at the order of several tenths of millimeter per year as observed by the cross-fault geodetic surveys, the typical strain rate inside a block is at the order of 10–8 year–1 or less, so that the rate of 10–6 year–1, as reported by observations in smaller areas, cannot be the representative deformation rate in this region. (3) Between the slips caused by regional compression and block rotation, there is a possibility that the sense of slip caused by rigid body rotation in two adjacent blocks is opposite to the slip caused by the tectonic compression. But the magnitude of slip resulting from the tectonic compression is much larger than that due to the block rotation. Thus, in general, the slip pattern on faults as a whole agrees with the sense of tectonic compression in this region. That is to say, the slip caused by regional compression dominates the entire slip budget. (4) Based on (3), some observed slips in contradiction to ENE tectonic stress field may be caused by more localized sources, and have no tectonic significance. 相似文献