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111.
112.
土石混合料剪切面分形特征试验研究 总被引:2,自引:0,他引:2
土石混合料因具有良好的工程特性而被广泛应用于道路、堤坝等工程,填筑体受力后往往沿薄弱面发生剪切破£混合料的抗剪强度成为稳定和变形分析的重要力学指标。由于土石混合料物质组成的复杂性、结构分布的不规律性及采柠困难性,且受检测仪器的限制,确定其强度指标较为困难。应用改进的直剪试验仪进行了不同类别、不同最大粒径土石福料的室内大型直剪试验,在获得强度指标同时,再现剪切面的实际情况,量测剪切面的起伏特征。根据分形几何学原理,切面具有良好的分形特征,应用三角形棱柱表面积覆盖法编程计算了剪切面的分形维数。初步建立了剪切面分形维数与福料杭萌强度之间的关系,用来快速预测土石混合料的强度指标。 相似文献
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在跟踪国际、国内海岸线分形研究进展的基础上,以中国基岩海岸为例,对宏观尺度下构造对基岩海岸岸线走向、形状与分维大小的影响进行了研究,基本结论为:在宏观尺度下,构造在总体上控制着福建与台湾基岩海岸岸线的基本走向与分维大小,构造分维相对较大则其对该区域海岸线的控制作用相对较强,而区域海岸线分维相对较小;当构造分维相对较小则其对该区域海岸线的控制作用相对较弱,而区域海岸线分维相对较大。 相似文献
115.
Sumanta Dandapath Andrew Menezes Bishwajit Chakraborty John Kurian Koppella N. Prudhvi Raju 《Marine Geodesy》2018,41(2):177-200
An assessment of the multibeam sonar data of the central Western Continental Margins of India has been carried out to evaluate the seafloor geomorphology and processes by examining the geomorphological attributes e.g., slope, sediments, structures, etc. associated with geomorphic features. The variation in relief and the features located in the region have been mapped and interpreted collectively by utilizing several geospatial mapping tools. The backscatter strength across the area, apparently congruent with the local relief, has helped to examine the sediment movement on the seafloor. The prominent features found in the region include faults, pockmarks, mounds, submarine terraces, and submerged fossil reefs. Several areas with varying topography engender comparable fractal dimension at short scale breaks, and the probability density functions (PDFs) utilizing backscatter data depicting overlapping classes. The present study highlights how fractals and scale break parameters can be utilized to determine the seafloor processes and associated sedimentological dynamics in a complex geographical environment with strong bottom currents, seasonal upwelling, and faulted structure. The role and impact of the various geomorphic processes on the reworking of sediment movement and the overall progression of the seafloor morphology has been revealed for the first time in this part of the ocean bottom. 相似文献
116.
GIS技术在油气勘探中的应用及发展趋势 总被引:4,自引:0,他引:4
GIS是处理空间信息的强大工具,GIS应用于油气勘探中,能够有效的分析潜在资源,发现新资源或扩展现有资源。今后,网络GIS、三维甚至高维GIS是GIS在油气勘探领域应用的重要发展方向。 相似文献
117.
Similarities between strike-slip faults at different scales and a simple age determining method for active faults 总被引:1,自引:0,他引:1
Abstract Several differently scaled strike‐slip faults were examined. The faults shared many geometric features, such as secondary fractures and linkage structures (damage zones). Differences in fault style were not related to specific scale ranges. However, it was recognized that differences in style may occur in different tectonic settings (e.g. dilational/contractional relays or wall/linkage/tip zones), different locations along the master fault or different fault evolution stages. Fractal dimensions were compared for two faults (Gozo and San Andreas), which supports the idea of self‐similarity. Fractal dimensions for traces of faults and fractures of damage zones were higher (D ~1.35) than for the main fault traces (D ~1.005) because of increased complexity due to secondary faults and fractures. Based on the statistical analysis of another fault evolution study, single event movements in earthquake faults typically have a maximum earthquake slip : rupture length ratio of approximately 10?4, although this has only been established for large earthquake faults because of limited data. Most geological faults have a much higher maximum cumulative displacement : fault length ratio; that is, approximately 10?2 to 10?1 (e.g. Gozo, ~10?2; San Andreas, ~10?1). The final cumulative displacement on a fault is produced by accumulation of slip along ruptures. Hence, using the available information from earthquake faults, such as earthquake slip, recurrence interval, maximum cumulative displacement and fault length, the approximate age of active faults can be estimated. The lower limit of estimated active fault age is expressed with maximum cumulative displacement, earthquake slip and recurrence interval as T ? (dmax /u) · I(M). 相似文献
118.
Non‐associated flow rule is essential when the popular Mohr–Coulomb model is used to model nonlinear behavior of soil. The global tangent stiffness matrix in nonlinear finite element analysis becomes non‐symmetric when this non‐associated flow rule is applied. Efficient solution of this large‐scale non‐symmetric linear system is of practical importance. The standard Krylov solver for a non‐symmetric solver is Bi‐CGSTAB. The Induced Dimension Reduction [IDR(s)] solver was proposed in the scientific computing literature relatively recently. Numerical studies of a drained strip footing problem on homogenous soil layer show that IDR(s = 6) is more efficient than Bi‐CGSTAB when the preconditioner is the incomplete factorization with zero fill‐in of global stiffness matrix Kep (ILU(0)‐Kep). Iteration time is reduced by 40% by using IDR(s = 6) with ILU(0)‐Kep. To further reduce computational cost, the global stiffness matrix Kep is divided into two parts. The first part is the linear elastic stiffness matrix Ke, which is formed only once at the beginning of solution step. The second part is a low‐rank matrix Δ, which is re‐formed at each Newton–Raphson iteration. Numerical studies show that IDR(s = 6) with this ILU(0)‐Ke preconditioner is more time effective than IDR(s = 6) with ILU(0)‐Kep when the percentage of yielded Gauss points in the mesh is less than 15%. The total computation time is reduced by 60% when all the recommended optimizing methods are used. Copyright © 2013 John Wiley & Sons, Ltd. 相似文献
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Dimension and entropy in the soil-covered landscape 总被引:2,自引:0,他引:2
W. E. H. Culling 《地球表面变化过程与地形》1988,13(7):619-648
Both the Hausdorff dimension and the K-entropy supply a measure of the irregularity of the landspace surface. The relationship between the two measures is investigated over a variety of terrains in Britain and a method of calculating the entropy is checked against an independent estimate of the dimension with reasonable agreement. The calculation of the K-entropy requires that the landscape surface be represented by an homogenous ergodic random field. This condition is satisfied by the tendency of soil-covered terrains to progressively approximate to a form well represented by a Gaussian field. Gaussian random fields can either be very smooth, possessing derivatives of all orders at every point or they are highly irregular and non-differentiable everywhere. Within the regular conceptualization the Rice-Kac theory is used to predict the numbers of crossing points and the extent of excursion sets. These predictions are tested against an example terrain from the High Weald of East Sussex with very good agreement, apart from predictions of local maxima. A worked example of the calculation of the K-entropy is given as an appendix. The potential role of information theory in geomorphology extends beyond the use made of entropy in this investigation. In particular ergodic theory has important practical and theoretical implications. 相似文献