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21.
Samples of dune sands, surveys of the morphology and field measurements of wind velocity and direction of a simple linear dune in Taklimakan Sand Sea show that the airflow and sand flux vary with the change of wind direction on the dune surface. Decrease of the airflow stress on the lee flank does not result in much decrease of the sand flux because of the low threshold shear velocities and the airflow conditions. There are no significant relations between the sand flux on the lee flank and the angle of incidence of the airflow. The low threshold shear velocities and the maintenance of the sand flux at the lee flank are the main mechanisms keeping the linear shape of the dunes. Measurements of the sand flux shows that it reaches a maximum on the crest of the dune. The grain size of the transported sands has some differences compared to that of the dune surface. The sands transported are finer than that on the dune surface, but better sorted under the influence of the medium to low wind activity. The field experiment results exhibit that it is possible for the dunes to be shaped as linear dunes during the processes of accumulation and elongation. 相似文献
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From geometry to dynamics of microstructure: using boundary lengths to quantify boundary misorientations and anisotropy 总被引:1,自引:0,他引:1
John Wheeler Z. Jiang D. J. Prior J. Tullis M. R. Drury P. W. Trimby 《Tectonophysics》2003,376(1-2):19-35
The microstructure of a quartzite experimentally deformed and partially recrystallised at 900 °C, 1.2 GPa confining pressure and strain rate 10−6/s was investigated using orientation contrast and electron backscatter diffraction (EBSD). Boundaries between misoriented domains (grains or subgrains) were determined by image analysis of orientation contrast images. In each domain, EBSD measurements gave the complete quartz lattice orientation and enabled calculation of misorientation angles across every domain boundary. Results are analysed in terms of the boundary density, which for any range of misorientations is the boundary length for that range divided by image area. This allows a more direct comparison of misorientation statistics between different parts of a sample than does a treatment in terms of boundary number.The strain in the quartzite sample is heterogeneous. A 100×150 μm low-strain partially recrystallised subarea C was compared with a high-strain completely recrystallised subarea E. The density of high-angle (>10°) boundaries in E is roughly double that in C, reflecting the greater degree of recrystallisation. Low-angle boundaries in C and E are produced by subgrain rotation. In the low-angle range 0–10° boundary densities in both C and E show an exponential decrease with increasing misorientation. The densities scale with exp(−θ/λ) where λ is approximately 2° in C and 1° in E; in other words, E has a comparative dearth of boundaries in the 8–10° range. We explain this dearth in terms of mobile high-angle boundaries sweeping through and consuming low-angle boundaries as the latter increase misorientation through time. In E, the density of high-angle boundaries is larger than in C, so this sweeping would have been more efficient and could explain the relative paucity of 8–10° boundaries.The boundary density can be generalised to a directional property that gives the degree of anisotropy of the boundary network and its preferred orientation. Despite the imposed strain, the analysed samples show that boundaries are not, on average, strongly aligned. This is a function of the strong sinuosity of high-angle boundaries, caused by grain boundary migration. Low-angle boundaries might be expected, on average, to be aligned in relation to imposed strain but this is not found.Boundary densities and their generalisation in terms of directional properties provide objective measures of microstructure. In this study the patterns they show are interpreted in terms of combined subgrain rotation and migration recrystallisation, but it may be that other microstructural processes give distinctive patterns when analysed in this fashion. 相似文献
24.
提出了在异构系统实现负载平衡的区域分解算法和实现负载平衡的计算方法,利用它的负反馈性质解决了异构系统处理机计算速度测量误差造成的负载测量不准问题,并对处理机速度变化,速度测量误差、处理机数量、网格点计算量的分布等因素的影响进行了计算,结果表明本方法具有很强的平衡负载能力和较强的适应性;根据计算结果提出了解决模式网格点计算量不易测量问题的解决方案,并用扩散方程和模拟物理过程进行试验,试验表明这种方法是可行的,平衡负载的效果十分显著。 相似文献
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欠压实地层古地层压力恢复的统计模拟法及其在松辽盆地中的应用 总被引:1,自引:0,他引:1
恢复烃源岩古地层压力和对于研究其生留排烃过程具有重要意义。Nakayama[1]等在开展盆地模拟研究时应用Rubey(1959)和Chapman(197)等人提出的数学地质模型对欠压实地层的古地层压力进行恢复。本文通过对松辽盆地欠压实地层的研究发现欠压实因子随地层厚度、埋深、围岩渗透性等地质条件的不同而改变,在此基础上提出了欠压实地层压力恢复的统计模拟法,克服了目前Nakayama[1]等将地层埋藏过程中的欠压实因子视为常数的不足,从而使计算结果更接近实际。统计模拟法在松辽盆地的应用结果表明了这一方法在实用中的可行性和有效性。 相似文献
27.
B. Indraratna 《Geotechnical and Geological Engineering》1996,14(3):169-191
In Australia, colluvial soils form large terrains which are often subjected to considerable erosion and mass movement. This study presents a laboratory evaluation of the improvement effected by hydrated lime, milled blast furnace slag and fly ash on a fine grained (erosive) colluvial soil in New South Wales, Australia. Geotechnical tests were conducted to determine the compaction and consolidation characteristics and the compressive and shear strength properties of the blended and natural soil specimens. The effect of these additives on the Atterberg limits and pH levels is also investigated. As large amounts of fly ash and steel slag are produced in New South Wales, it is economically attractive to utilize these industrial by-products for ground improvement rather than employing conventional methods such as lime treatment. This study demonstrates that for the colluvial soil tested, milled slag is the most effective in terms of improving the internal friction angle of the treated soil, while lime is the most suitable for achieving the optimum compressive strength. Non-pozzolanic fly ash is found to be inappropriate as a soil improving agent. The cost of ground treatment using the various additives is also estimated and compared. 相似文献
28.
通过运用大功率激电在二密铜矿发现新矿体的讨论,表述了二密铜矿床的地质背景,总结了该矿的成矿类型,强调在充分研究地球物理条件的前提下,恰当地选用物探方法、合理进行工作部署是取得找矿突破的重要一环。指出随着成矿理论的发展,认识亦不断深化,老矿区仍存在一定找矿潜力。 相似文献
29.
构造层次与大陆壳动力学机制转变关系 总被引:6,自引:1,他引:6
针对构造层次研究现状和存在的问题,把大陆壳划分为深部,中部,浅部和浅-表部四个构造层次。依据各自所处特定的构造位置、组成构造岩类型、形成的制约因素和地质时代等方面的区别,各构造层次分别是壳-幔间滑动,大陆张裂、隆-滑构造和变质核杂岩构造等多种大陆壳动力学机制转变过程中的产物。构造层次与大陆壳动力学机制转变关系的确定,更有利于古老板构造连续性、整体性的研究以及多期、多层次、多旋回大陆地壳演化模式的建 相似文献
30.