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51.
对东昆仑喀雅克登塔格地区的辉长岩所进行的时代及地球化学研究发现,该辉长岩为早泥盆世,属钙碱性系列,有向富镁方向演化的特点,岩石稀土总量根据测试精度在28.9×10-6~154×10-6,(La/Yb)N比值大于1,在4.1~5.1之间,表现为岩石显轻稀土富集特征(LREE/HREE在3.52~5.60),岩石的Sm/Nd在0.23~0.25间,指示来源区可能与亏损地幔有关。δCe值在0.87~1.00,表现为负Ce异常,辉长岩来源于壳幔接合部位或富集型地幔源区.结合玄武岩构造环境判别图解可知,该辉长岩构造环境应是祁漫塔格加里东造山带造山后伸展环境下的产物。  相似文献   
52.
山区高填方地基处理简介   总被引:1,自引:0,他引:1  
通过对山区高填方常用的地基处理方法进行介绍,阐述山区高填方的地基处理设计、施工、检测需要注意的问题,最后通过三个山区高填方案例,总结了采用分层碾压法、分层强夯法是山区高填方地基处理比较有效理想的地基处理方法。  相似文献   
53.
This paper presents a simplified nonlinear solution for piled raft foundations in layered soils under vertical loading. Based on the elastic–plastic analysis of a single pile in a layered soil, the shielding effect between a receiver pile and the soil is taken into account to modify the conventional interaction factor between two piles. An approximate approach with the concept of the interaction factor is employed to study the nonlinear behavior of pile groups with a rigid cap. Considering the variation of soil properties, the solution to multilayered elastic materials is used to calculate the settlement of the soil. The interactions between pile–soil–raft are taken into account to determine the stiffness matrix of the piled raft. By solving the stiffness matrix equations, the settlement and the load shared by the piles and raft could be obtained. Compared with results of the available published literatures, the proposed solution provides reasonable results.  相似文献   
54.
Field geological investigation and geochemical analysis are carried out on Baya’ertuhushuo Gabbro in South Great Xing’an Range. Field investigation reveals that the gabbro is a magmatic intrusion rather than a component of an ophiolite suite as previously thought. Zircon laser ablation inductively coupled plasma mass spectroscopy (LA-ICP-MS) U-Pb dating indicates the gabbro was formed in 274–275?Ma, just as the widespread volcanic rocks of Dashizhai Formation (P1d), monzogranites and miarolitic alkali-feldspar granites in the study area. The gabbro has SiO2 content between 47.23 wt% and 50.17 wt%, high MgO and FeOT contents of 6.95–11.29 wt% and 7.32–12.24wt%, respectively, and it belongs to low-K tholeiitic series in the SiO2-K2O diagram. The Chondrite-normalized rare earth element (REE) patterns and primitive mantle-normalized spider diagrams of the gabbro are similar to those of Normal Mid-Ocean Ridge Basalt (N-MORB) except for the enrichment of large ion lithophile elements (LILE), such as Rb, Ba and K. In trace element tectonic discriminative diagrams, the samples are mainly plotted in the N-MORB field, and Zircon in?situ Lu-Hf isotopic analysis also indicates the gabbro originated from depleted mantle. Through synthetic studies of the geochemical characteristics and petrogenesis of Baya’ertuhushuo gabbro, volcanic rocks of Dashizhai Formation and granitoids in the area, it is suggested that the early Permian magmatism in the Xilinhot-Xiwuqi area formed in the tectonic setting of asthenosphere upwelling, which was caused by breaking-off of the subducted Paleo-Asian Ocean slab.  相似文献   
55.
本文系统地报道了内蒙古北部乌日尼图地区阿仁绍布辉长岩的主量元素、微量元素和稀土元素特征,重点讨论了阿仁绍布辉长岩体的岩石成因、原始岩浆的源区特征及其地质意义。研究结果表明,阿仁绍布辉长岩体SiO2含量为49.62%,Al2O3为17.34%,CaO为8.94%,TiO2为1.44%,P2O5为0.26%;岩石富集LILE、亏损HFSE。岩体的Mg#值(0.28~0.68,平均为0.52)较高,反映原始岩浆具幔源原生玄武岩浆特征,在上升过程中经历的结晶分异程度较低。U-Pb锆石年龄测定结果为309±2Ma,代表了阿仁绍布辉长岩体的结晶年龄,为晚石炭世。计算出石英结晶温度为928℃,斜长石结晶温度为1206℃;岩浆冷凝矿物共结晶时的深度大于10km,其结晶条件代表岩体侵位时的物理环境,是在较深的岩浆房中结晶的。阿仁绍布辉长岩具有大陆边缘弧的地球化学特征,可能反映在岩浆形成之前,地幔源区发生了俯冲交代富集作用。  相似文献   
56.
陕西省西乡县汉南杂岩望江山岩体辉长岩中含有丰富的锆石——从600kg辉长岩样品中分选出结晶良好、内部结构简单、成因和年龄单一、Hf同位素比值均一的锆石7g,锆石粒度多为0.2-0.3mm。分别在三个不同实验室利用三种方法对该锆石样品进行了U-Pb同位素年龄测定,获得了在误差范围内完全一致的年龄:819.8 ± 2.5 Ma(LA-ICP-MS)、821.7 ± 1.7 Ma(LA-MC-ICPMS)和822.1 ± 4.5 Ma(SHRIMP)。在国内4个权威实验室对该锆石进行了Lu-Hf同位素测定,获得了在误差范围内完全一致的176Hf/177Hf同位素比值——全部421个测试点加权平均值为0.282535 ± 0.000003(2σ)。采样点岩体规模巨大,露头良好,岩石新鲜,交通方便。该锆石样品满足作为Hf同位素测定标样的各方面的指标,可能是一个比较理想的Hf 同位素测定标样。Hf同位素测定标准物质的研制,是测定获得准确可靠的Hf同位素数据的基础,具有十分重要的实用价值和科学意义。  相似文献   
57.
The Lachlan Fold Belt has the velocity‐depth structure of continental crust, with a thickness exceeding 50 km under the region of highest topography in Australia, and in the range 41–44 km under the central Fold Belt and Sydney Basin. There is no evidence of high upper crustal velocities normally associated with marginal or back‐arc basin crustal rocks. The velocities in the lower crust are consistent with an overall increase in metamorphic grade and/or mafic mineral content with depth. Continuing tectonic development throughout the region and the negligible seismicity at depths greater than 30 km indicate that the lower crust is undergoing ductile deformation.

The upper crustal velocities below the Sydney Basin are in the range 5.75–5.9 km/s to about 8 km, increasing to 6.35–6.5 km/s at about 15–17 km depth, where there is a high‐velocity (7.0 km/s) zone for about 9 km evident in results from one direction. The lower crust is characterised by a velocity gradient from about 6.7 km/s at 25 km, to 7.7 km/s at 40–42 km, and a transition to an upper mantle velocity of 8.03–8.12 km/s at 41.5–43.5 km depth.

Across the central Lachlan Fold Belt, velocities generally increase from 5.6 km/s at the surface to 6.0 km/s at 14.5 km depth, with a higher‐velocity zone (5.95 km/s) in the depth range 2.5–7.0 km. In the lower crust, velocities increase from 6.3 km/s at 16 km depth to 7.2 km/s at 40 km depth, then increase to 7.95 km/s at 43 km. A steeper gradient is evident at 26.5–28 km depth, where the velocity is about 6.6—6.8 km/s. Under part of the area an upper mantle low‐velocity zone in the depth range 50–64 km is interpreted from strong events recorded at distances greater than 320 km.

There is no substantial difference in the Moho depth across the boundary between the Sydney Basin and the Lachlan Fold Belt, consistent with the Basin overlying part of the Fold Belt. Pre‐Ordovician rocks within the crust suggest fragmented continental‐type crust existed E of the Precambrian craton and that these contribute to the thick crustal section in SE Australia.  相似文献   
58.
In this paper, finite element analysis is used to predict the undrained bearing capacity of strip, square and circular footings resting on layered clays. The soil profile consists of two clay layers with different thicknesses and properties. The results are compared with previous solutions for strip footings on layered clays. The bearing-capacity behaviour is discussed and the bearing-capacity factors are given for various cases involving a range of layer thicknesses and properties of the two clay soil layers.  相似文献   
59.
Abstract

Contemporary layered halite in the Hutt Lagoon, Western Australia, forms distinct precipitational and clastic fades, which are ascribed to seasonal ponding and playa development in the lagoon respectively. Field and laboratory documentation of the halite types and monitoring of surface water chemistry for several annual hydrologic cycles indicate that following evaporative concentration of ponded seawater halite layers, characterized by zoned and clear halite crystal varieties, are developed. During early stages of annual playa development, vadose solution and precipitation appear to be most active within and above the capillary fringe zone, causing diagenetic modification of the halite textures, fabrics and structures. Ultimately, clastic halite facies are produced by wind reworking of the earlier deposits, in response to progressive evaporative drawdown of the brine level in the main depression area of the lagoon.

The co-existence of the halite precipitates and clastites is related to a dynamic equilibrium in the water budget of the Hutt Lagoon. This equilibrium is best exemplified by limitation of brine level fluctuations to a narrow repetitive zone. Identification of similar early diagenetic features, such as vadose solution, precipitation, overgrowth, replacement and mechanical reworking of surface halite sediments, in ancient evaporite deposits may aid in a better understanding of the role of brine level fluctuation on genesis and diagenesis of subaqueous/subaerial halite.  相似文献   
60.
This paper presents the results of shaking table model tests which were carried out to investigate the pore water pressure generation and related liquefaction mechanism in layered sand deposits. The experiments were performed on uniform sand columns, silt interlayered sand columns and two layered sand columns deposited at various relative densities and subjected to different input excitations. During the experiments excess pore water pressures were measured by pore pressure transducers installed at three different depths and, surface settlements and thickness of water film developed under less permeable inclusions were measured by a digital camera. The experimental results are discussed and compared to demonstrate the effects of relative density, input acceleration and presence of a silt seam on the generation of excess pore water pressure in sand deposits subjected to dynamic loading. The results showed that the presence of a less permeable silt interlayer within the sand deposit and existence of a loose sand layer underlying dense sand deposits can have significant effect on the pore water pressure generation mechanism.  相似文献   
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