首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   6603篇
  免费   1262篇
  国内免费   1609篇
测绘学   301篇
大气科学   1415篇
地球物理   1743篇
地质学   3171篇
海洋学   983篇
天文学   218篇
综合类   841篇
自然地理   802篇
  2024年   13篇
  2023年   83篇
  2022年   302篇
  2021年   341篇
  2020年   314篇
  2019年   292篇
  2018年   351篇
  2017年   352篇
  2016年   413篇
  2015年   306篇
  2014年   381篇
  2013年   367篇
  2012年   345篇
  2011年   366篇
  2010年   400篇
  2009年   364篇
  2008年   301篇
  2007年   315篇
  2006年   269篇
  2005年   208篇
  2004年   188篇
  2003年   207篇
  2002年   195篇
  2001年   186篇
  2000年   209篇
  1999年   320篇
  1998年   296篇
  1997年   281篇
  1996年   236篇
  1995年   240篇
  1994年   213篇
  1993年   172篇
  1992年   150篇
  1991年   93篇
  1990年   91篇
  1989年   68篇
  1988年   51篇
  1987年   37篇
  1986年   20篇
  1985年   22篇
  1984年   25篇
  1983年   15篇
  1982年   19篇
  1981年   17篇
  1980年   11篇
  1979年   13篇
  1978年   3篇
  1977年   3篇
  1975年   2篇
  1958年   4篇
排序方式: 共有9474条查询结果,搜索用时 15 毫秒
991.
沙粒的表面磨蚀效应是地表产尘、释尘的重要机制,针对干湖盆泥漠地表开展磨蚀释尘实验研究,对理解干湖盆地表风蚀过程及盐碱尘暴形成机理具有重要意义。对采自西居延海干涸湖盆泥漠地表土样进行室内磨蚀模拟实验,研究了不同粒级(细、中、粗)沙粒不同落沙角度(30°,45°,60°)的磨蚀效应。结果表明:(1)泥漠地表磨蚀实验中能够产生明显释尘效应的沙粒粒级阈值为中沙(0.25 mm<Md<0.50 mm);(2)磨蚀粒径粒级相同时,磨蚀角度会对泥漠地表磨蚀释尘速率产生影响,磨蚀量的角度排序为60°>30°>45°,但同一粒级3种角度下的磨蚀释尘率差异不显著。(3)磨蚀角度为45°时,计算了泥漠地表的质量磨蚀率与能量磨蚀率,其中中沙为0.04 g·kg-1、0.43 g·J-1,粗沙为0.08 g·kg-1、0.74 g·J-1,极粗沙为0.26 g·kg-1、2.54 g·J-1;在磨蚀沙粒粒级倍增而磨蚀角度不变情况下,泥漠地表磨蚀释尘率与能量磨蚀率未发生正比例线性增长变化。  相似文献   
992.
Fan  Jie  Li  Sisi  Sun  Zhongrui  Guo  Rui  Zhou  Kan  Chen  Dong  Wu  Jianxiong 《地理学报(英文版)》2022,32(7):1203-1224
Journal of Geographical Sciences - The coordinated development of urban and rural territorial systems has long been a scientific issue of concern in geography and socioeconomic development in...  相似文献   
993.
利用北京延庆站和海淀站风廓线产品、微波辐射计产品、北京市雷达产品(南郊和车道沟)、北京市58个称重雨量站观测资料、FY-2E卫星云图、常规气象资料综合分析2012年11月3到4日北京暴雪天气过程。分析表明:降水相态(雨、雪)由华北气旋的锋面性质和锋面位置决定;过程雨雪量由气旋的强度、持续时间和水汽通道维持时间决定;风廓线和微波辐射计产品资料在雨雪开始时间、雨雪相态转换方面有明显的指示性作用。  相似文献   
994.
A low-complexity time-domain approach for global navigation satellite systems is proposed to detect and identify single-tone, multi-tone, swept continuous wave interference (CWI) and band-limited white Gaussian noise (BLWN). An adaptive notch filter and adaptive cascading filter structure are employed to identify the type of interference signals. The number of the cascading stages is selected by comparing the total power in receiver bandpass, and after, passing the adaptive notch filter. For this reason, the proposed filter structure is more efficient in identifying and mitigating interference signals than the conventional filter structure. In addition, the automatic gain control gain is used to detect the existence of continuous wave interference. The performance of the interference detection and identification method is evaluated for the cases of GPS signal in the presence of single-tone, multi-tone, swept CWI and BLWN.  相似文献   
995.
为满足社会公众深度获取地质矿产信息服务的需求,基于国土资源门户信息服务平台开展了全球地质矿产信息系统的建设实践和应用研究工作,实现了对全球地质矿产图文数据、关系数据、GIS地理信息数据、统计分析图表数据等多类型信息内容的统一管理、集成和发布,提升国土资源信息化服务水平。本文从建设思路、总体架构和功能设计等方面详细阐述了系统的开发和建设情况。  相似文献   
996.
孙凯 《天文学进展》1997,15(1):44-52
综述日冕物质抛射的观测和持性,简短的前言之后,给出CME的发现经过及统计特性,着重介绍CME与其他种类太阳活动的相关。然后介绍CME的一般特性,包括可能与CME相关的一些物理过程的观测特性。初步结论是:CME是一种演变中的磁结构现象。  相似文献   
997.
????????й?????????????????????????????????????????????????????????????????????????μ??й?????α? ?????GPS???????????????????????????????:??????????????????10???????й????????????????????????10??GPS?????????????????????;?????????????????????:??????????????????????????,??????????????????????????????????????,??????????????????????黡???????????????????????????,?????????????????????????????????????????????:1)?й?????????????????????????????????????????????????????????????????????????????;2)?Щ????????????????????????????????????й??????????????????  相似文献   
998.
????????????????????????????????Χ????????????????????????????????????????????????????????????4??IGSO????????????????????????Χ???γ55??????????γ75??  相似文献   
999.
A meso‐scale particle model is presented to simulate the expansion of concrete subjected to alkali‐aggregate reaction (AAR) and to analyze the AAR‐induced degradation of the mechanical properties. It is the first attempt to evaluate the deterioration mechanism due to AAR using the discrete‐element method. A three‐phase meso‐scale model for concrete composed of aggregates, mortar and the interface is established with the combination of a pre‐processing approach and the particle flow code, PFC2D. A homogeneous aggregate expansion approach is applied to model the AAR expansion. Uniaxial compression tests are conducted for the AAR‐affected concrete to examine the effects on the mechanical properties. Two specimens with different aggregate sizes are analyzed to consider the effects of aggregate size on AAR. The results show that the meso‐scale particle model is valid to predict the expansion and the internal micro‐cracking patterns caused by AAR. The two different specimens exhibit similar behavior. The Young's modulus and compressive strength are significantly reduced with the increase of AAR expansion. The shape of the stress–strain curves obtained from the compression tests clearly reflects the influence of internal micro‐cracks: an increased nonlinearity before the peak loading and a more gradual softening for more severely affected specimens. Similar macroscopic failure patterns of the specimens under compression are observed in terms of diagonal macroscopic cracks splitting the specimen into several triangular pieces, whereas localized micro‐cracks forming in slightly affected specimens are different from branching and diffusing cracks in severely affected ones, demonstrating different failure mechanisms. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   
1000.
Abstract

The characteristics and distribution of clay minerals and their effects on reservoir quality in the Huagang sandstones in the Xihu Sag, East China Sea Basin were studied by using X-ray diffraction, casting thin-sections, scanning electron microscopy, electron microprobe analysis, fluid inclusion analysis, constant-rate mercury injection and nuclear magnetic resonance. Clay minerals consist of kaolinite, chlorite, illite and illite–smectite mixed layer (I/S); kaolinite forms from dissolved feldspars, chlorite occurs as clay coatings that are transformed from clay precursors owing to the flocculation of suspended detrital clays or the crystallisation of pore fluids, and illite forms from the illitisation of detrital smectite, authigenic kaolinite and K-feldspars. Clay distribution is controlled by sedimentary environments, burial history and lithologies. Typical reservoirs in the western sub-sag are thin and developed in braided river facies at relatively shallow burial depths with clays dominated by kaolinite. However, typical reservoirs in the central inversion tectonic zone are thicker and developed in a braided delta front facies at deeper burial depths with clays mainly consisting of chlorite, illite and I/S. High-quality reservoirs are characterised by coarse granularity, high quartz content and low clay content with widespread development of chlorite coatings that inhibit quartz cements at low temperatures. At higher temperatures, the high-quality reservoirs develop more pores providing growth space for quartz cements and result in the coexistence of chlorite coatings and quartz cements. The high-quality reservoirs are controlled by their lithological characteristics rather than chlorite coatings. Illite and I/S clays create severe damage to reservoirs by reducing the size and connectivity of pore-throats.  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号