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This paper presents a method that incorporates a non‐associated flow rule into the limit analysis to investigate the influence of the dilatancy angle on the factor of safety for the slope stability analysis. The proposed method retain's the advantage of the upper bound method, which is simple and has no stress involvement in the calculation of the energy dissipation and the factor of safety. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
3.
Observation of fluid parcel pathways in the Kuroshio Stream revealed a striking crossstream pattern associated with the Kuroshio‘‘ s meanders. In order to understand the observed pattern, a two-dimensional kinematic model of a meandering jet was developed which could be used to examine the relationship between streamfunction patterns and fluid parcel trajectories. The experiments designed to investigate the dependence of the water exchanges between the Kuroshio water and its surroundings on the characteristics of the Kuroshio‘‘s meanders involved the downstream speed,phase speed and the amplitude of other propagating waves. The results suggested that fluid parcels could cross the meandering jet to and fro; and that the water exchanges between the Kuroshio and its surroundings increased with a) increasing meander amplitude, b) decreasing downstream speed, and c) increasing wave phase speed. The results also showed that when the meandering jet was disturbed by other propagating waves, more effective water exchanges could be induced. 相似文献
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Development of a 3D GIS and its application to karst areas 总被引:1,自引:0,他引:1
There is a growing interest in modeling and analyzing karst phenomena in three dimensions. This paper integrates geology,
groundwater hydrology, geographic information system (GIS), database management system (DBMS), visualization and data mining
to study karst features in Huaibei, China. The 3D geo-objects retrieved from the karst area are analyzed and mapped into different
abstract levels. The spatial relationships among the objects are constructed by a dual-linker. The shapes of the 3D objects
and the topological models with attributes are stored and maintained in the DBMS. Spatial analysis was then used to integrate
the data in the DBMS and the 3D model to form a virtual reality (VR) to provide analytical functions such as distribution
analysis, correlation query, and probability assessment. The research successfully implements 3D modeling and analyses in
the karst area, and meanwhile provides an efficient tool for government policy-makers to set out restrictions on water resource
development in the area. 相似文献
7.
Unconsolidated sand, gravel and clay deposits near Beihai and in the Leizhou Peninsula in southern China form an unconfined
aquifer, aquitard and a confined aquifer. Water and soil samples were collected from the two aquifers in the coastal Beihai
area for the determination of chemical compositions, minerals and soluble ions. Hydrogeochemical modeling of three flow paths
through the aquitard are carried out using PHREEQC to determine water–rock interactions along the flow paths. The results
indicate that the dissolution of anorthite, fluorite, halite, rhodochrosite and CO2, and precipitation of potash feldspar and kaolinite may be occurring when groundwater leaks through the aquitard from the
unconfined aquifer to the confined aquifer. Cation exchanges between Na and Ca can also happen along the flow paths. 相似文献
8.
依据渤海湾盆地2000余口测温井的地温梯度数据、地层岩性描述、分层数据以及钻井资料,计算了该盆地各生油岩系底界面的温度。统计结果表明:渤海湾盆地沙河街组大部分凹陷区地层底界面温度介于90℃至150℃,目前仍具有大量生油的温度条件,而在隆起或一些凸起地区,该地层组段温度普遍小于90℃,未能达到生油的温度指标。东营组和孔店组地层也仍具有一定的生油温度条件。研究还表明:地层温度与地层界面埋深密切相关,温度随界面埋深的增大而升高,沉积厚度大的凹陷区地层界面温度大于沉积厚度小的凸起区或斜坡地带,说明地层界面埋深是决定地温高低的主要控制因素,而地温梯度对地层界面温度的影响相对较小。 相似文献
9.
在-25~ 25 ℃环境温度条件下, 采用水中冻融和空气中冻融两种方式, 经过50次冻融循环后, 在15 ℃、 0 ℃、 -10 ℃、 -20 ℃和-35 ℃工况下对土工格栅试样进行了拉伸性能的试验研究, 获得了聚乙烯塑料土工格栅的极限承载力、最大延伸率、 不同延伸率对应的应力值等数据. 试验结果表明, 聚乙烯塑料土工格栅在低温时抗拉性能明显提高, 从 15 ℃降至-35 ℃时, 5%延伸率对应的抗拉强度提高107%, 极限承载力提高19%. 同时, 聚乙烯塑料土工格栅极限延伸率随温度降低呈线形关系降低, 从 15 ℃降至-35 ℃时, 极限延伸率降低80%. 相似文献
10.
以郑(州)-西(安)高速铁路为例,选择典型路段(华阴、潼关、灵宝和偃师等),采集大量原状黄土样品,进行动三轴试验,获得一系列黄土动力学参数,如动弹模、动阻尼、残余应变等,进而建立高速铁路黄土路基动力学数值模型。按该线路地震危险性分析结果,合成8条人工地震波(50年10%和2%的超越概率水平),输入该动力学模型中进行计算。结果表明:黄土路基的横向和纵向变形都随着地震力的增大而增大,从而导致黄土滑移和震陷,这与现场激振试验及动三轴震陷试验结果基本一致。该结果为郑西高速铁路抗震陷和抗滑移设计提供了重要依据,并提出了切实可行的黄土抗震陷和滑移地基处理措施,已应用于该高速铁路的设计与施工中。 相似文献