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Previously proposed methods of area selection for diamond-prospective regions have predominantly relied on till geochemistry, airborne geophysics, and/or an appraisal of tectonic setting. Herein we suggest that a novel, deep-probing geophysical technique—electromagnetic studies using the natural-source magnetotelluric (MT) method—can contribute to such an activity. Essentially, diamondiferous regions must have (1) old lithosphere, (2) thick lithosphere, and (3) lithosphere that contains high concentrations of carbon. Deep-probing MT studies are able to address all three of these. The second and the third of these can be accomplished independently using MT, but for the first the geometries produced from modelling the MT observations must be interpreted with appropriate interaction with geologists, geochemists and other geophysicists. Examples are given from the Slave and Superior cratons in North America, with a brief mention of an area of the Rae craton, and general speculations about possible diamondiferous regions. 相似文献
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I. Vardoulakis 《国际地质力学数值与分析法杂志》1984,8(3):287-296
The dispersion of torsional surface waves in two types of inhomogeneous elastic media is discussed (1) in a half-space with shear modulus varying linearly with depth and with constant density (Gibson'S half-space) and (2) in a half-space with shear modulus varying with the square-root of the depth co-ordinate and with constant density. Inhomogeneous media with constant shear wave velocity are also reviewed and the obtained solutions are discussed in relation to appropriate boundary conditions. 相似文献
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A.F. Mastryukov 《Russian Geology and Geophysics》2011,52(9):1035-1042
A spectral method for modeling high-frequency electromagnetic waves in axisymmetric geometry is proposed.The method is based on the expansion of the solutions of Maxwell’s equations in Laguerre functions in the time region.The spectral method is used to solve Maxwell’s equations for both 2D media and stratified media. In the case of stratified media, a Fourier–Bessel expansion in the radial variable is used. The effectiveness of the spectral and finite-difference methods is compared. Harmonic solutions and solitary solutions by the Laguerre method are considered, and the dynamics of monochromatic and broadband electromagnetic pulses are examined. 相似文献
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瞬变电磁测深法找煤效果研究 总被引:2,自引:0,他引:2
本文简要介绍了瞬变电磁法的工作原理及其优势.通过实例展示了其应用效果,并指明了在煤田上的应用前景和存在的问题,对找煤具有指导意义. 相似文献
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城市的发展越来越重视工程建设的高质量,对于测绘的重视程度和精度要求也在不断的加强,城市测绘工作涉及面广,虽然测绘工程量不大,却节约成本、保证质量的重要一步。因此,本文作者结合实际工作经验,对城市小型工程测绘项目的管理和服务进行较详尽的阐述。 相似文献
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介绍了某高层建筑工程的场地地质情况、桩基础方案对比与设计计算,并对采用的钻孔灌注桩施工后的检验结果作了分析。 相似文献
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The Dalongtan Reservoir Project is located in Jingxi County of Guangxi Autonomous Region; of which the masonry dam, is 249 meters long; it was completed and impounded in 1963. The dam foundation occurred a large number of water leakage; a number of vortex of leakage appeared; water flows under the dam into lower reaches. When emptying the reservoir, it is found that some karst collapses in the reservoir bottom. The past used conventional methods can only understand a single exploration drilling vertical direction of the geological conditions, not conducive to identify foundation for the development of horizontal and cave with broken spatial distribution. CT-between electromagnetic detection with drilling technology integration, it can make up for this deficiency. CT-between electromagnetic detection Dalongtan Reservoir dam foundation in the exploration of karst results show that this approach is feasible and effective. 相似文献
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高层建筑深基坑支护施工技术 总被引:1,自引:0,他引:1
深圳某高层建筑原基坑已作支护,但一直废弃作鱼塘用。新的基坑支护采用土钉墙和树根桩施工,支护完成后监测结果较好,没有发生明显的位移和沉降。 相似文献
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The construction of additional facilities at the Florida Power Corporation's Crystal River Energy Complex required an extensive stabilization program to construct foundations for approximately one half mile of cooling towers. This paper presents an overview of the techniques and methods used in the construction of additional facilities at the Crystal River Generating Station. Excavations for intake and discharge structures were to be more than 20 ft below the water table. Cooling tower foundations were constructed on extensively solutioned Florida limerock located on the central Gulf Coast of Florida. Hybrid ground modification techniques were used to stabilize soft or loose soils and solution features in the underlying limerock, allowing mat and spread footing foundations to be used for most of the facility. The ground modification techniques were used to detect, collapse, densify, and fill solution features below the structure foundations. The bearing capacity after ground modification was verified by field load tests. Subsurface investigations indicated that sheet pile excavations with grouted seals were the optimal technique for cofferdam excavations in the limerock formation. Existing collapsed caverns were encountered during construction of the cofferdam for the intake structure and the adjacent discharge structure, requiring a fast-track design change, considerable field coordination, and daily modifications to accommodate the varied conditions encountered. Tied-back soldier pile cofferdam construction was combined with grouting, underwater excavation, and a massive, unreinforced, concrete tremie slab with grouted anchors, and installed off a barge to provide a dewatered excavation. This project involved the use of hybrid soil-rock anchors to anchor one of the largest continuous placement tremie seals installed in Florida. Other excavations used sheeting and grouting of the underlying limerock formation to provide a dewatered excavation. Ground modification techniques were used to treat a filled cavern discovered in the corner of one discharge structure. The entire construction of this facility was confined to a narrow work area by existing wetlands and the generating station discharge canal. Strict environmental restrictions required by the regulatory agencies to prevent impacts to the surrounding area were imposed on this project. 相似文献
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按Voronoi算法分析不均匀土层上的桩筏基础 总被引:1,自引:0,他引:1
现有桩筏基础分析方法仅能利用地基分层考虑土层的竖向不均匀性,对土层水平向不均匀性的分析却是无能为力。为了改进现有方法,首先计算地基多个勘察孔在水平面上的Voronoi图,利用Voronoi图最近影响范围特性,通过把多边形范围内土层按最近勘察孔的土层资料替代的方法,近似分析水平向不均匀土层上的桩筏基础。分析时按Bowyer-Watson算法计算Delaunay三角形,然后用间接法得到Voronoi图,借助C++计算机语言编制程序分析桩筏基础。通过一个桩筏基础计算模型,对比分析采用多个勘察孔和一个勘察孔土层资料桩筏基础的分析结果,发现土层水平向差异较大时,基础沉降、桩顶反力分布,筏板弯矩等结果差别较大。故对土层不均匀性较明显地基上的桩筏基础设计,宜采用Voronoi图算法应用全部勘察孔资料进行分析。 相似文献
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复合加载情况下精确求解非均质地基上条形基础的极限承载力以及评价影响极限承载力的相关因素,具有很强的工程实用与理论参考价值。基于极限平衡原理,在Mohr-Coulomb破坏准则的基础上,将非均质地基上条形基础极限承载力问题等价为一个边界待定的泛函极值问题。利用变分原理得到与平衡方程相等价的积分约束条件以及相应的欧拉方程与横截条件。引入问题边界条件,利用VC++6.0编制了数值计算程序,求得了复合加载情况下非均质地基破坏时的滑裂面函数与破坏包络曲线。从理论上研究了土体内摩擦角、土体黏聚力、土层强度比与地下水位变化等因素对地基破坏包络曲线的影响。研究结果表明,其解答是地基极限承载力真实解的某一最小上限。 相似文献
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除有特殊要求外,基坑支护结构的设计使用期限通常为一年,然而在实际工程中经常会出现基坑开挖完成后长时间搁置再复工的现象,形成了一批存在安全风险的超期服役深基坑.北京地区某深基坑停工超过5年,历经两次加固,通过对现状基坑支护结构及周边环境进行检测鉴定、变形分析,确定加固设计的关键环节,针对基坑存在的锚杆预应力损失、桩后土体疏松、堆土挖除后将继续变形等问题,制定了加固方案,包括杆锚增设及二次张拉、疏松土体注浆加固、桩间护壁修补及加强复工时的动态监测等,本加固项目在保证施工质量合格的情况下,顺利开挖至槽底,未发生事故,表明加固措施安全可靠,能够为类似工程提供借鉴与参考. 相似文献
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Bibi R. N. Gondwe David Ottowitz Robert Supper Klaus Motschka Gonzalo Merediz-Alonso Peter Bauer-Gottwein 《Hydrogeology Journal》2012,20(7):1407-1425
Geometry and connectivity of high-permeability zones determine groundwater flow in karst aquifers. Efficient management of karst aquifers requires regional mapping of preferential flow paths. Remote-sensing technology provides tools to efficiently map the subsurface at such scales. Multi-spectral remote sensing imagery, shuttle radar topography data and frequency-domain airborne electromagnetic (AEM) survey data were used to map karst-aquifer structure on the Yucatan Peninsula, Mexico. Anomalous AEM responses correlated with topographic features and anomalous spectral reflectance of the terrain. One known preferential flow path, the Holbox fracture zone, showed lower bulk electrical resistivity than its surroundings in the AEM surveys. Anomalous structures delineated inland were sealed above by a low-resistivity layer (resistivity: 1–5 Ωm, thickness: 5–6?m). This layer was interpreted as ejecta from the Chicxulub impact (Cretaceous/Paleogene boundary), based on similar resistivity signatures found in borehole logs. Due to limited sensitivity of the AEM survey, the subsurface configuration beneath the low-resistivity layer could not be unambiguously determined. AEM measurements combined with remote-sensing data analysis provide a potentially powerful multi-scale methodology for structural mapping in karst aquifers on the Yucatan Peninsula and beyond. 相似文献