全文获取类型
收费全文 | 572篇 |
免费 | 142篇 |
国内免费 | 375篇 |
专业分类
测绘学 | 19篇 |
大气科学 | 15篇 |
地球物理 | 127篇 |
地质学 | 730篇 |
海洋学 | 81篇 |
天文学 | 45篇 |
综合类 | 25篇 |
自然地理 | 47篇 |
出版年
2024年 | 4篇 |
2023年 | 19篇 |
2022年 | 32篇 |
2021年 | 32篇 |
2020年 | 41篇 |
2019年 | 53篇 |
2018年 | 56篇 |
2017年 | 22篇 |
2016年 | 33篇 |
2015年 | 50篇 |
2014年 | 44篇 |
2013年 | 52篇 |
2012年 | 56篇 |
2011年 | 53篇 |
2010年 | 44篇 |
2009年 | 50篇 |
2008年 | 51篇 |
2007年 | 40篇 |
2006年 | 51篇 |
2005年 | 33篇 |
2004年 | 33篇 |
2003年 | 35篇 |
2002年 | 31篇 |
2001年 | 23篇 |
2000年 | 23篇 |
1999年 | 29篇 |
1998年 | 21篇 |
1997年 | 20篇 |
1996年 | 17篇 |
1995年 | 14篇 |
1994年 | 7篇 |
1993年 | 6篇 |
1992年 | 4篇 |
1991年 | 4篇 |
1989年 | 1篇 |
1988年 | 1篇 |
1987年 | 1篇 |
1985年 | 3篇 |
排序方式: 共有1089条查询结果,搜索用时 390 毫秒
61.
62.
京西矿震活动特征及其与天然地震关系初探 总被引:4,自引:0,他引:4
该文介绍了门头沟矿震的概况;对门头沟矿震与天然地震进行了相关分析,认为门头沟煤矿矿震活动可作为一种较好的监视首都圈中西部强震的中尺度监测手段;论证了门头沟煤矿矿震活动作为首都圈地应力变化监测哨的地质依据,并初步建立了矿震作为地震前兆的力学模型;提供了矿震预测天然地震的地质依据。 相似文献
63.
64.
François Nicot Philippe Gotteland David Bertrand Stéphane Lambert 《国际地质力学数值与分析法杂志》2007,31(13):1477-1515
Geo‐composite cellular structures are an efficient technological solution for various applications in civil engineering. This type of structure is particularly well adapted to resisting rockfalls and can act as a defensive structure. However, the design of such structures is for the most part empirically based; this lack of research‐based design stagnates optimization and advanced development. In this paper, the mechanical behaviour of a geo‐composite cellular structure is investigated using a multi‐scale approach, from the individual cell made up of an assembly of rocky particles contained in a wire netting cage to the entire structure composed of a regular array of cells. Based on discrete modelling of both the cell and structure scales, a computational tool has been developed for design purposes. Copyright © 2007 John Wiley & Sons, Ltd. 相似文献
65.
Based on the theory of elastic mechanics, and using the typical rupture model of shallow earthquake, the authors considered the shallow earthquake as a plane mechanical problem, which was constructed the corresponding mechanical model. By the stress components' formulas of the semi-infinite model acted by the finite even shearing force, the main stress is deduced. It is clear that the sector on the right of the center section is squeezed zone, where the maximum principal stress points at the "source of stress", and that on the left is tensile zone, where the minimum principal stress points to the "source of stress". 相似文献
66.
The paper presents a strainhardening constitutive model for unsaturated soil behaviour based on energy conjugated stress variables in the framework of superposed continua. The proposed constitutive law deals with hydro‐mechanical coupling phenomena. The main purpose is to develop within a consistent framework a model that can deal with possible mechanical instabilities occurring in partially saturated materials. The loss of capillary effects during wetting processes can, in fact, play a central role in unstable processes. Therefore, it will be shown that the bonding effects due to surface tensions can be described in a mathematical framework similar to that employed for bonded geomaterials to model weathering or diagenesis effects, either mechanically or chemically induced. The results of several simulations of common laboratory tests on partially saturated soil specimens are shown. The calculated behaviour appears to be in good qualitative agreement with that observed in the laboratory. In particular it is shown that volumetric collapse phenomena due to hydraulic debonding effects can be successfully described by the model. Finally, it will be highlighted the ability of the model to naturally capture the transition to a fully saturated condition and to deal with possible mechanical instabilities in the unsaturated regime. Copyright © 2008 John Wiley & Sons, Ltd. 相似文献
67.
68.
为建立一种简易的FLAC3D建模方法,降低FLAC3D前处理时的建模难度,本文基于Python编程语言开发了建模文件生成程序。该程序以岩体各层位的高程信息为基础,采用Kriging插值生成离散网格点数据;并采用离散网格点自动生成建模所需要的网格数据文件;将该文件导入FLAC3D软件中,即可生成与真实钻孔数据和地层信息吻合的三维模型。程序提供了3种FLAC3D内置单元模型可供选择。该方法采用Kriging插值算法,可生成精确的三维地层模型数据。与FLAC3D软件自身的脚本建模语言相比,该方法简单快速。本文使用3类应用数据进行建模,验证提出的插值建模方法可以针对复杂的地形和地质信息生成精确的三维模型。研究成果为采用FLAC3D进行复杂地质区域数值模拟计算提供了一种简单、高效、准确的建模工具。 相似文献
69.
针对杭州地铁1号线艮山门车站规模较大且具有下穿道路、防汛河流、盾构始发井、周边高层建筑物和多层建筑物等特点,通过对其深基坑施工技术进行研究,对报警原因进行分析,并采取相应对策,总结出可供杭州市区其他类似的地铁车站施工借鉴和参考的经验。 相似文献
70.
This paper is a meta-analysis of recent domestic and foreign research on freezing-thawing effects on concrete durability. The main theories on the mechanisms of freeze-thaw damage to concrete are introduced: the hydrostatic pressure theory, the osmotic pressure theory, the critical water saturation degree theory, the dual mechanism theory, and the micro-ice-crystal lens model theory. The influence laws of freezing-thawing on the mechanical properties of concrete are summarized, and countermeasures to improve concrete durability in freezing-thawing circumstances are presented. This work provides valuable references for future engineering constructions in cold regions. 相似文献