全文获取类型
收费全文 | 4228篇 |
免费 | 941篇 |
国内免费 | 1789篇 |
专业分类
测绘学 | 67篇 |
大气科学 | 155篇 |
地球物理 | 2163篇 |
地质学 | 3152篇 |
海洋学 | 710篇 |
天文学 | 13篇 |
综合类 | 284篇 |
自然地理 | 414篇 |
出版年
2024年 | 7篇 |
2023年 | 49篇 |
2022年 | 131篇 |
2021年 | 132篇 |
2020年 | 177篇 |
2019年 | 257篇 |
2018年 | 221篇 |
2017年 | 204篇 |
2016年 | 249篇 |
2015年 | 241篇 |
2014年 | 276篇 |
2013年 | 344篇 |
2012年 | 269篇 |
2011年 | 328篇 |
2010年 | 278篇 |
2009年 | 334篇 |
2008年 | 300篇 |
2007年 | 339篇 |
2006年 | 344篇 |
2005年 | 283篇 |
2004年 | 266篇 |
2003年 | 229篇 |
2002年 | 196篇 |
2001年 | 144篇 |
2000年 | 186篇 |
1999年 | 176篇 |
1998年 | 147篇 |
1997年 | 135篇 |
1996年 | 135篇 |
1995年 | 97篇 |
1994年 | 98篇 |
1993年 | 77篇 |
1992年 | 82篇 |
1991年 | 44篇 |
1990年 | 48篇 |
1989年 | 32篇 |
1988年 | 24篇 |
1987年 | 17篇 |
1986年 | 9篇 |
1985年 | 11篇 |
1984年 | 6篇 |
1983年 | 3篇 |
1982年 | 2篇 |
1981年 | 4篇 |
1980年 | 1篇 |
1979年 | 6篇 |
1977年 | 14篇 |
1954年 | 6篇 |
排序方式: 共有6958条查询结果,搜索用时 62 毫秒
171.
岩层移动动态过程的离散单元法分析 总被引:2,自引:0,他引:2
采动覆岩动态发展过程受地质、采矿条件诸多因素的影响,是一个十分复杂的时空过程。通过离散单元法数值模拟,揭示了综放开采条件下采场上覆岩层动态发展规律,特别是覆岩离层缝隙的分布规律、发展形态、空间位置以及与地质采矿条件的关系,揭示了工作面推进过程中,采场上覆岩层中重新分布的应力大小、方向及其发展变化规律,该应力的存在和变化规律是确定井下开采方法、支护方式的依据。 相似文献
172.
运用复变函数法和保角映射法对无限介质土中的衬砌结构进行分析.通过引入两个势函数将弹性介质的控制方程解耦成两个Helmholtz方程.利用所得势函数的通解,得到无限土介质和衬砌结构的位移和应力的表达式,利用无限介质与衬砌结构之间的连续性条件和衬砌结构内边界上的边界条件,可确定波函数展开式中的末知系数,并给出动应力集中系数的数值结果. 相似文献
173.
考虑了正应力及剪应力联合作用在岩样的端部,而且,在正应力被视为变量,剪应力被视为常量这一特殊条件下,对剪切带的变形特征及剪切带-带外弹性体系统的失稳判据进行了分析.根据剪切虎克定律及梯度塑性理论,提出了剪切带内部弹性应变、塑性应变及总应变的解析式,对上述三种应变进行积分,提出了剪切带错动弹性位移、塑性位移及总位移的解析式.利用压缩虎克定律及几何关系建立了剪切带外弹性体的刚度的表达式.根据刚度理论,建立了剪切带-带外弹性体系统的失稳判据.考虑岩样端面的剪切应力后,在流动剪切应力相同时,剪切带内部的弹性剪切应变(均匀分布)将增加;剪切带内部的塑性剪切应变(不均匀分布)将减小;剪切带的弹性剪切位移(线性分布)将增加;剪切带的塑性剪切位移(非线性分布)将减小;剪切带错动位移要小一些.另外,剪切应力对剪切带-带外弹性体系统的失稳判据没有影响.失稳判据仅和岩石的本构参数、剪切带倾角及结构尺寸有关. 相似文献
174.
175.
Rock Mass Rating (RMR) measurements from 65 sites within Huntly East underground coal mine are presented. All measurements are in coal, for which the dominant discontinuities are vertical cleat. Basic RMR values using two discontinuity spacings are presented: overall RMR based on the average spacing of all individual discontinuities; and cleat zone RMR based on the average spacing between zones of cleat. Cleat orientations are highly variable, but on average approximately parallel horizontal stress axes (face cleat follows maximum horizontal stress axis, butt cleat follows minimum horizontal stress axis).Contours of RMR variations throughout the mine are used to compare rock mass conditions with geological structure. It is apparent that: (1) RMR is least within downthrown fault blocks, and particularly immediately on the downthrown sides of faults, and greatest in upthrown fault blocks; and (2) RMR contours parallel horizontal stress axes within fault-bounded blocks, and bend to parallel faults at block boundaries. From similar contours for parameters contributing to RMR, the Rock Quality Designation (RQD), groundwater rating, and discontinuity condition rating create most of the observed variations in RMR. RQD is determined from the measured discontinuity frequency and hence is a measure of the degree of fracturing of the rock mass. This is interpreted as influencing the groundwater and condition parameters directly by allowing greater water ingress. Discontinuity frequency is greatest (least spacing) in the immediate vicinity of faults, and in downthrown fault blocks, generating low RMR values. Within fault blocks RQD varies little, so RMR contours align with cleat orientations.As RMR contours, faults, stress field and cleat orientation are clearly interrelated, there is unequivocally a connection between RMR and structural geology; this allows some predictive capacity in terms of ground conditions. If geological features can be accurately defined through either drilling programs or seismic surveys, then ground conditions may be predicted before panels are driven. 相似文献
176.
T. Masuda S. Nakayama N. Kimura K. Onodera A. Okamoto 《Journal of Structural Geology》2004,26(12):2203-2209
A rare metachert pebble containing amphibole grains with microboudin structures in a wide range of orientations provides an opportunity to perform stress analysis in two orthogonal orientations on the foliation surface. The sample was analysed by the microboudin method to infer the triaxial stress state during microboudinage. Stress parameters proportional to the far-field differential stress were determined for sodic amphibole grains in the two orientations. The ratio of the stresses in the two orthogonal orientations (σ1−σ2)/(σ1−σ3) was calculated to be 0.64, indicating that σ2 lies closer to the midpoint between σ1 and σ3 than to σ3. 相似文献
177.
We perform a global statistical investigation into the problem of Coulomb stress triggering of earthquakes by using the Harvard CMT catalogue of shallow earthquakes from 1976 to 2001. We consider ‘earthquake pairs’, i.e., pairs of successive earthquakes occurring near each other with similar focal mechanisms, and address the problem of whether or not the change of the Coulomb failure stress (CFS) produced by the first earthquake of the pair ‘encourages’ the occurrence of the second one. An interesting feature is that such a Coulomb stress-triggering phenomenon has an apparent focal mechanism dependence: for thrust earthquakes, a more evident triggering effect can be observed. 相似文献
178.
179.
180.