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Jianming Liang Wenhang Li Abdoul Nasser Ibrahim 《International journal of geographical information science》2014,28(4):780-798
The temporal and spatial distribution of solar energy in urban areas is highly variable because of the complex building structures present. Traditional GIS-based solar radiation models rely on two-dimensional (2D) digital elevation models to calculate insolation, without considering building facades and complicated three-dimensional (3D) shading effects. Inspired by the ‘texture baking’ technique used in computer graphics, we propose a full 3D method for computing and visualizing urban solar radiation based on image-space data representation. First, a surface mapping approach is employed to project each 3D triangular mesh onto a 2D raster surface whose cell size determines the calculation accuracy. Second, the positions and surface normal vectors of each 3D triangular mesh are rasterized onto the associated 2D raster using barycentric interpolation techniques. An efficient compute unified device architecture -accelerated shadow-casting algorithm is presented to accurately capture shading effects for large-scale 3D urban models. Solar radiation is calculated for each raster cell based on the input raster layers containing such information as slope, aspect, and shadow masks. Finally, a resulting insolation raster layer is produced for each triangular mesh and is represented as an RGB texture map using a color ramp. Because a virtual city can be composed of tens of thousands of triangular meshes and texture maps, a texture atlas technique is presented to merge thousands of small images into a single large image to batch draw calls and thereby efficiently render a large number of textured meshes on the graphics processing unit. 相似文献
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通过岩心观察、薄片鉴定并借助X衍射全岩矿物分析,对柴达木盆地南翼山油田新近系油砂山组储集层特征进行分析。该区岩石中泥质含量高,岩性复杂,可划分为泥岩、碳酸盐岩、砂岩和混积岩4种类型。储集层中发育粒间孔、溶蚀孔、微孔隙和微裂缝等,形成了具有双重孔隙介质的储集空间特征。微裂缝是该区主要渗流通道,而微孔隙是主要储集空间,储集层物性总体较差。该区微裂缝类型包括构造缝、溶蚀缝和成岩缝。储集层岩石纹层发育,砂质纹层和泥灰质纹层交互出现,沉积和成岩作用过程中岩石受力不均衡、碳酸盐矿物的溶解以及泥岩收缩是形成微裂缝的主要原因。该区储集层物性受压实作用明显变差,溶蚀和胶结作用同时存在,对储集层物性影响较大。储集层岩石毛管压力曲线由近似垂直的斜线段和近似水平的曲线段两部分组成,中间存在较为明显的拐折点。斜线段反映了微裂缝特征,近似水平曲线反映了微孔隙特征。利用毛管压力曲线求取的排驱压力和平均孔喉半径无法真实地表述此类微裂缝储集层的孔隙结构特征,提出了有效孔喉半径概念,可以合理表述该区微裂缝储集层孔隙结构特征。 相似文献
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Beach sands located above the sea water level exist in an unsaturated, rather than a fully saturated or dry state. Within the unsaturated zone, a steep excavated surface can be sustained for some unknown but finite time, and some slopes may remain stable for extended time periods due to capillary forces. These observations clearly indicate small but nonzero values for attraction strength (tensile strength and cohesion) in unsaturated beach sands, especially apparent but not confined to settings where there are low stress levels. Thus, experiments were carried out to quantify the magnitude of attraction strength in moist sands (D r ?=?30%) and to examine the variation of these values as a function of moisture content and presence of a small amount of fines. Tensile strength, which is significantly different from zero, increases with increasing moisture content and fines. However, the influences of fines on the tensile strength are substantially dependent on the water content. Apparent cohesion strength is also identified in moist sands. A simple relationship between tensile strength and apparent cohesion is proposed using the obtained data. This study would help to further understand the phenomenon of stability of beach sands. 相似文献
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缝洞型碳酸盐岩油藏自吸驱油作用及其在开发中的利用 总被引:1,自引:0,他引:1
缝洞型碳酸盐岩油藏的多孔基质岩块是主要的储集空间,裂缝为主要的渗流通道,储油层具有非常复杂的孔隙空间结构,影响油层的注水驱油效率,从而影响油藏的最终采收率。实验表明在不具渗透性的多孔基质岩块内,毛管自吸驱油是改善基质岩块内石油动用程度的重要作用;储层在不同含水饱和度下均存在自吸作用,毛管自吸驱油系数随自吸时间延长而提高,最高可达35%;周期注水是利用毛管自吸驱油改善开发效果的有效开发方式,实验中最佳压力变化幅度为1.5倍~2倍,且投注初期即实施周期注水的效果最好;塔河油田数值模拟研究表明周期注水开发效果明显好于依靠天然能量、连续注水的效果,其优点是既保持地层能量,避免注入水的突进,同时又充分利用毛管自吸驱油作用,周期注水是很好的提高采收率方法。 相似文献
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The goal of the research was to demonstrate the impact of thin porous interfacial transition zones (ITZs) between aggregates and cement matrix on fluid flow in unsaturated concrete caused by hydraulic/capillary pressure. To demonstrate this impact, a novel coupled approach to simulate the two-phase (water and moist air) flow of hydraulically and capillary-driven fluid in unsaturated concrete was developed. By merging the discrete element method (DEM) with computational fluid dynamics (CFD) under isothermal settings, the process was numerically studied at the meso-scale in two-dimensional conditions. A flow network was used to describe fluid behaviour in a continuous domain between particles. Small concrete specimens of a simplified particle mesostructure were subjected to fully coupled hydro-mechanical simulation tests. A simple uniaxial compression test was used to calibrate the pure DEM represented by bonded spheres, while a permeability and sorptivity test for an assembly of spheres was used to calibrate the pure CFD. For simplified specimens of the pure cement matrix, cement matrix with aggregate, and cement matrix with aggregate and ITZ of a given thickness, DEM/CFD simulations were performed sequentially. The numerical results of permeability and sorptivity were directly compared to the data found in the literature. A satisfactory agreement was achieved. Porous ITZs in concrete were found to reduce sorption by slowing the capillary-driven fluid flow, and to speed the full saturation of pores when sufficiently high hydraulic water pressures were dominant. 相似文献
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给出HⅢ(2n)中元素的一种标准化表示,HⅢ(2n)={Z∈C2n×2n|1/2(Z+Z'')>0,ZJ=JZ''},J=0 In-In 0,1/2(Z+Z)>0表示矩阵1/2(Z+z'')是正定的。 相似文献