全文获取类型
收费全文 | 552篇 |
免费 | 82篇 |
国内免费 | 178篇 |
专业分类
测绘学 | 53篇 |
大气科学 | 89篇 |
地球物理 | 91篇 |
地质学 | 257篇 |
海洋学 | 82篇 |
天文学 | 131篇 |
综合类 | 22篇 |
自然地理 | 87篇 |
出版年
2024年 | 3篇 |
2023年 | 7篇 |
2022年 | 13篇 |
2021年 | 15篇 |
2020年 | 21篇 |
2019年 | 34篇 |
2018年 | 19篇 |
2017年 | 14篇 |
2016年 | 35篇 |
2015年 | 25篇 |
2014年 | 41篇 |
2013年 | 36篇 |
2012年 | 37篇 |
2011年 | 38篇 |
2010年 | 34篇 |
2009年 | 51篇 |
2008年 | 41篇 |
2007年 | 36篇 |
2006年 | 27篇 |
2005年 | 24篇 |
2004年 | 40篇 |
2003年 | 22篇 |
2002年 | 21篇 |
2001年 | 15篇 |
2000年 | 13篇 |
1999年 | 15篇 |
1998年 | 18篇 |
1997年 | 15篇 |
1996年 | 15篇 |
1995年 | 14篇 |
1994年 | 13篇 |
1993年 | 8篇 |
1992年 | 4篇 |
1991年 | 5篇 |
1990年 | 12篇 |
1989年 | 7篇 |
1988年 | 9篇 |
1987年 | 2篇 |
1985年 | 4篇 |
1983年 | 3篇 |
1982年 | 3篇 |
1981年 | 2篇 |
1978年 | 1篇 |
排序方式: 共有812条查询结果,搜索用时 31 毫秒
41.
利用岩心物性分析、压汞曲线和镜下分析等资料,研究榆树林油田东16区块扶杨油层的宏、微观特征及二者关系.结果表明:研究区扶杨油层岩性为岩屑长石砂岩,普遍具有碎裂特征,主要孔隙成因类型包括微裂缝、粒间孔、粒内孔和晶间孔,微裂缝对孔隙度的贡献不大,但对渗透率的影响不容忽视.孔隙度主要受孔喉发育程度影响,孔喉半径越大,孔隙度越高.渗透率受反映连通程度的特征结构参数影响较大,二者呈正相关关系,且孔隙度越大,特征结构系数对渗透率的影响越大.退汞效率受特征结构参数影响较大,储层为中孔时,退汞效率随特征结构参数的增大而增大;储层为低孔或特低孔时,退汞效率随特征结构参数的增大而减小.该研究结果对改造低渗储层、提高采收率具有指导意义. 相似文献
42.
The problem of drained cavity expansion in soils of finite radial extent is investigated. Cylindrical and spherical cavities expanded from zero radius subjected to either constant stress or zero displacement at the finite boundary are considered. The generalised analytical solution procedure presented enables more advanced constitutive models to be implemented than have been possible in previous studies. Results generated for Sydney quartz sand highlight substantial differences between cavity limit pressures for the two boundary conditions and for boundaries of finite and infinite radial extent. This is of significance in accounting for boundary effects when interpreting cone penetration tests conducted in calibration chambers. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
43.
This paper presents two test procedures for evaluating the bond stress–slip and the slip–radial dilation relationships when the prestressing force is transmitted by releasing the steel (wire or strand) in precast prestressed elements. The bond stress–slip relationship is obtained with short length specimens, to guarantee uniform bond stress, for three depths of the wire indentation (shallow, medium and deep). An analytical model for bond stress–slip relationship is proposed and compared with the experimental results. The model is also compared with the experimental results of other researchers. Since numerical models for studying bond‐splitting problems in prestressed concrete require experimental data about dilatancy angle (radial dilation), a test procedure is proposed to evaluate these parameters. The obtained values of the radial dilation are compared with the prior estimated by numerical modelling and good agreement is reached. Copyright © 2012 John Wiley & Sons, Ltd. 相似文献
44.
L. N. Germanovich R. L. Salganik A. V. Dyskin K. K. Lee 《Pure and Applied Geophysics》1994,143(1-3):117-149
45.
Riverbank erosion, associated sedimentation and land loss hazards are a land management problem of global significance and many attempts to predict the onset of riverbank instability have been made. Recently, Osman and Thorne (1988) have presented a Culmann-type analysis of the stability of steep, cohesive riverbanks; this has the potential to be a considerable improvement over previous bank stability theories, which do not account for bank geometry changes due to toe scour and lateral erosion. However, in this paper it is shown that the existing Osman-Thorne model does not properly incorporate the influence of tension cracking on bank stability since the location of the tension crack on the floodplain is indirectly determined via calculation or arbitrary specification of the tension crack depth. Furthermore, accurate determination of tension crack location is essential to the calculation of the geometry of riverbank failure blocks and hence prediction of land loss and bank sediment yield associated with riverbank instability and channel widening. In this paper, a rational, physically based method to predict the location of tension cracks on the floodplain behind the eroding bank face is presented and tested. A case study is used to illustrate the computational procedure required to apply the model. Improved estimates of failure block geometry using the new method may potentially be applied to improve predictions of bank retreat and floodplain land loss along river channels destabilized as a result of environmental change. 相似文献
46.
47.
本文提供了一种用于生成DTM的LSM算法的数学模型。其特点是,引入了辐射线条件和共面条件的几何约束,以及辐射偏差和几何变形参数的虚拟观测方程。试验表明.改善了LSM算法的收敛性、稳定性和可靠性,因而提高了图像配准的质量。 相似文献
48.
利用变分法原理提出了对雷达速度资料进行预处理的一种方法,数值试验表明该法能有效地消除雷达速度资料中的小尺度运动径向速度分量及“噪声”。 相似文献
49.
50.