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31.
岩体中存在的结构面对岩体的力学特性有很大的影响,研究岩体的强度参数,必须弄清结构面在岩体中的分布情况,了解结构面对岩体强度的影响程度。岩体结构面的研究起初是靠人工进行现场测量,不仅耗费人力物力,而且获取的数据代表性不强,还略显粗糙。在计算机应用飞速发展的背景下,利用计算机进行结构面网络模拟的方法浮出水面,并成为现在国内外研究结构面的主要方法之一。此方法在众多的科学研究以及工程建筑领域得到了应用,并在应用之中得到了不断的完善和发展,取得了一定的成果。文章在对计算机结构面网络模拟原理分析的基础上,主要讨论了利用结构面网络模拟计算岩体连通率和岩体强度的方法,其中着重研究了带宽投影法的原理及带宽连通率的计算过程,介绍了利用带宽连通率计算岩体强度参数的方法。利用西北某水电站实际研究中应用此方法的工程实例对成果做了评价,成果与实际情况大体相符。对结构面网络模拟方法做了综合评价:简单易行,省时省力,效果良好。  相似文献   
32.
利用FNL 1°×1°再分析资料和常规气象观测资料从时空上统计分析了白鹤滩水电站大风天气过程,选取2个冬春季11级极端强风个例进行对比分析,从环流形势、天气系统、地形作用、物理量场、斜温图等方面揭示了大风形成、发展的原因。结果表明:白鹤滩水电站受大风天气影响巨大,特别是冬春季,且存在明显季节差异;电站地形复杂,狭管效应显著,冷空气南下、山谷风活动、河谷狭管效应及下垫面摩擦力共同作用,导致了大风天气的发生。"2.21"过程与"3.10"过程大尺度环流形势基本一致,但冷空气位置、强度及影响时间不同,散度涡度场、水汽通量散度场及垂直速度场的分布对大风天气有较好的指示作用,强风区对应垂直螺旋度上负下正的垂直结构;还总结了斜温图中大风天气的预报指标,为预报大风天气提供了经验。  相似文献   
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本文利用直射线地震CT技术探测煤层的不连续性,给出了若干数值汁算结果,由此表明了方法的可行性。  相似文献   
35.
确定缓倾结构面渗透性参数的现场试验法   总被引:2,自引:0,他引:2  
本文基于渗流的基本定律出发,考虑到现场试验的可行性,以溪洛渡水电站工程为例,提出了一种确定缓倾结构面渗透性参数的现场试验法。文章首先推导出确定缓倾结构面渗透性参数的计算公式,然后利用风钻对典型结构面单独成孔,作简易注水试验,求出结构面的透水性参数。  相似文献   
36.
岩体化学风化的非连续性及其科学意义   总被引:5,自引:0,他引:5  
岩体化学风化在空间上具有高度的非连续性,这种非连续性广泛存在于从宏观、细观到微观的所有尺度。宏观结构面是化学风化最主要的发生场所;风化岩体内,新鲜岩块被沿结构面内法线方向发育的腐蚀带包围,呈斑点状分散于腐岩中。微缝等细观损伤普遍存在于各类岩石中;化学风化从岩块内不同空间位置的水力有效空隙向三维空间扩展,决定了细观尺度上化学风化的非连续性。矿物溶解是在晶体中具有过剩表面能的缺陷位置优先发生的,因而具有显著的微观非连续性。由于非连续特性,化学风化可增大水岩界面,提升矿物溶解反应的规模及速率。通过对既有损伤的扩展及在损伤空间堆积残余物,化学风化具有分离—裂化岩体、岩块及造岩矿物的重要作用,这种作用可使以新鲜岩石为主的岩体大规模脱离母岩,而堆积于坡脚的岩石块体在化学风化的继续作用下,可裂解为更小的岩屑或矿物碎屑,为向水体搬运创造条件,从而极大地促进斜坡夷平及地貌重塑进程。  相似文献   
37.
在进行不连续面3-D网络模拟过程中,不连续面的大小是一个重要的参数,该数据主要来源是在现场露头上测量不连续面出露的迹长。由于取样中不可避免的偏差而使结果有误差,在进行平均迹长估计时取样的误差必须予以校正,本文介绍一种用概率的方法考虑取样误差通过有限2-D露头上测量的不连续面数据求算无限2-D空间平均迹长的技术。该方法可以借助计算机进行处理。  相似文献   
38.
Field studies of post-Palaeozoic siliciclastic records reveal a strong concordance between different types of bioclastic concentrations and discontinuity surfaces within third-order sequences ( 1 My duration), supporting the use of taphonomic criteria in establishing the relative magnitudes of sedimentary hiatuses. Comparison of records across a spectrum of subsidence rates, however (from 10 m to > 1 km/My), shows that, along with appreciable changes in sequence anatomy, the nature of surface-mantling bioclastic concentrations also changes. The most significant surfaces (second- and third-order sequence boundaries, surfaces or intervals of maximum transgression, transgressive surfaces) tend to be either bare or mantled with taphonomically complex hiatal and lag concentrations. These were more consistently encountered in low subsidence than in moderate subsidence records. In high subsidence records, major surfaces were more often mantled by composite or event concentrations, if they were bioclastic at all. In all subsidence settings, comparatively minor surfaces (parasequence boundaries, bed set boundaries and bedding planes) were bare or mantled with relatively simple event and composite concentrations. Although all fossil assemblages are biased taphonomically to some degree, relative degrees of bias should almost certainly vary among discontinuities as a general rule, suggesting specific adjustments in sampling strategies for evolutionary studies.  相似文献   
39.
In this study, it is aimed to bring a different approach to kinematic analyses of discontinuity-controlled rock slope instabilities. For this purpose, the data of a detailed discontinuity survey carried out in Ankara, the capital city of Turkey, were updated and reevaluated. Serious discontinuity-controlled instability events were observed in the andesites covering large areas with dense population in the city. Instead of analyzing the effects of the planes belonging only to the major discontinuity sets on the stereographic projection net, all discontinuities were taken into consideration, and kinematic analyses were carried out for planar, wedge, and toppling type failures on pixel basis of the Digital Elevation Model (DEM) of the study area. By doing so, it could be possible to compensate for the deficiency created by neglecting the planes in the lower concentration zones of the stereographic projection. A computer program named FUDIKA (Fuzzified Digital Kinematic Analyses) was written to perform modular kinematic analyses and fuzzy operations, having four modules and operating in three stages. First, Potential Instability Index (PII) was introduced to define instability potential of the rock slopes based on the number of possible instability events for each failure type. Next, the PII values were normalized and fuzzified to obtain PII map of the area. It was seen that when tested on previously occurred instabilities in the area, the PII values obtained through the methodology proposed in the study showed quite a high performance.  相似文献   
40.
Determination of Discontinuity Size Distributions from Scanline Data   总被引:6,自引:1,他引:6  
Summary The paper outlines a new method for estimating the distribution form, and mean size, of discontinuities from scanline data. By assuming that the discontinuities are circular discs it has been possible to apply existing solutions for the distributions of censored semi-trace lengths sampled by a scanline at an exposed rock face. These solutions have been implemented by numerical quadrature in a standard Excel spreadsheet, with solution optimisation achieved with Solver. Problems caused by a singularity in the integration were overcome by applying an integration offset parameter. A trigonometrical substitution for removing this singularity is also outlined. The numerical quadrature strategy was validated by comparison with the analytical solution for the uniform distribution, and by comparison with the results of an extensive geometrical simulation of the stereological process. A new distribution, here named the Wicksell distribution, has been identified. This distribution is characterised by the fact that the distribution of disc diameters and the distribution of complete traces on a cutting plane are identical. Two examples, based on real scanline data, are presented to illustrate the practical application of the new methods.  相似文献   
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