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91.
We report the development and first results of an instrument called Low Layer SCIDAR (Scintillation Detection and Ranging) (LOLAS) which is aimed at the measurement of optical-turbulence profiles in the atmospheric boundary layer with high altitude resolution. The method is based on the Generalized SCIDAR (GS) concept, but unlike the GS instruments which need a 1-m or larger telescope, LOLAS is implemented on a dedicated 40-cm telescope, making it an independent instrument. The system is designed for widely separated double-star targets, which enables the high altitude resolution. Using a 200-arcsec-separation double star, we have obtained turbulence profiles with unprecedented 12-m resolution. The system incorporates necessary novel algorithms for autoguiding, autofocus and image stabilization. The results presented here were obtained at Mauna Kea Observatory. They show LOLAS capabilities but cannot be considered as representative of the site. A forthcoming paper will be devoted to the site characterization. The instrument was built as part of the Ground Layer Turbulence Monitoring Campaign on Mauna Kea for Gemini Observatory.  相似文献   
92.
以颗粒状和粉末状膨润土防水毯(GCLs)为对象,运用GDS (global digital systems)全自动渗透仪开展渗透试验,研究CaCl_2溶液作用下GCLs渗透性能的温度效应,初步探讨其机理。试验表明:当水化液为0.05mol/L的CaCl_2溶液时,两种GCLs渗透系数随温度升高呈现增大趋势;当水化液为去离子水时,颗粒状GCL渗透系数随温度升高而减小,粉末状GCL渗透系数随温度升高而增大。去离子水情况下,膨润土吸附结合水量随温度升高而减小;CaCl_2溶液作用下,吸附结合水量较去离子水情况大幅降低。当CaCl_2溶液浓度一定时,膨润土膨胀指数随温度升高而略有增大;当温度一定时,膨润土膨胀指数随CaCl_2溶液浓度升高而显著减小。以去离子水进行试验时:颗粒状和粉末状GCLs渗透系数随温度的变化主要影响因素为凝胶态蒙脱石数量,其次为流体黏滞系数和吸附结合水量;颗粒状GCLs膨润土孔隙结构越不均匀,凝胶态蒙脱石数量的影响就越显著,导致渗透系数随温度升高而减小、固有渗透率随温度升高显著降低。以CaCl_2溶液进行试验时,两种GCLs渗透系数随温度变化的主要受流体黏滞系数和吸附结合水量的影响,而受凝胶态蒙脱石数量的影响较小。孔隙溶液性质、温度和膨润土类型均对GCLs的防渗性能具有重要影响。  相似文献   
93.
地下空间规划是城市地下空间开发利用有序开展的重要保障。随着我国轨道交通建设的全面展开以及相关政策的陆续出台,我国城市地下空间开发利用必将迎来更大的发展。城市地下空间规划也在近年越来越得到重视。从目前各城市的地下空间规划实践来看,我国城市地下空间规划的技术体系已基本成型,但其中仍然存在着各种各样的问题。在摸清我国城市地下空间规划编制现状和实施效果的基础上,掌握我国城市地下空间规划所面临的问题,并结合未来地下空间发展趋势提出我国城市地下空间规划解决问题的对策,有助于城市地下空间规划理论和方法进一步完善,更好地保障我国城市地下空间事业的可持续发展。  相似文献   
94.
球形棕囊藻是一种具有复杂异型生活史的有毒有害赤潮生物,近年来在我国近海频繁暴发成灾,形成的巨大囊体为国内外罕见。迄今还未见到有效消除囊体型球形棕囊藻赤潮的方法报道。本文通过海上围隔实验和现场赤潮消除工程跟踪监测,考察了喷洒改性黏土消除囊体型球形棕囊藻赤潮的可行性与效率,并分析了改性黏土法治理赤潮时对水体及沉积环境的可能影响。围隔实验结果表明,喷洒改性黏土可以有效消除水体中过量的微藻细胞,其中以少量多次喷洒方法的效果最好,生物量(chl a)去除率90%。在对2016年2月广西防城港附近海域球形棕囊藻赤潮消除时的跟踪监测结果表明,改性黏土法适用于工程化消除赤潮作业,能够快速消除水体中的大量球形棕囊藻囊体,随改性黏土絮凝体沉入海底的赤潮藻可以快速分解而失去活性。喷洒改性黏土对于赤潮水体的主要理化指标影响不显著,所监测的水体COD、pH和不同形态氮、磷、硅等生源要素浓度都在原有水质水平范围内波动。  相似文献   
95.
This paper uses an input–output model to quantify the socioeconomic impact of fishing and aquaculture on Galicia, one of Spain's most important maritime regions. Results indicate that the carryover effects of these production activities are important for Galicia's economy because they contribute not only to job creation but also to possibilities for obtaining income in other economic sectors. These sectors’ combined production in 2013 was almost a million euros, and that production was estimated to account for nearly 2% of the regional economy's value added and for more than 17,000 full-time jobs. Together these contributions amounted to some €1.7 billion in production and €975 million in value added to other Galician economic activities. At the same time, fishing and aquaculture were responsible for creating the equivalent of more than 14,000 full-time jobs in other economic activities.  相似文献   
96.
毛乌素沙地砒砂岩与沙复配农田的固沙效应及其微观机理   总被引:4,自引:1,他引:3  
砒砂岩与沙复配成土及其工程化核心技术的提出与应用,为毛乌素沙地合理利用土地资源、科学推进生态建设提供了新的思路与技术支撑。前期研究对利用层面的技术问题给予了较多关注并取得显著进展,而在潜在风险层面特别是关于复配土壤的固沙效应及其微观机理的探索则相对薄弱。基于集沙仪、扫描电镜及激光粒度仪,结合野外定位试验和室内仪器观测,对毛乌素典型原状沙地及复配农田的输沙特征差异及其固沙微观机理进行探索。结果表明:(1)观测周期内,原状沙地输沙总量为4 951 g,远高于复配农田2 436 g的输沙总量,原状沙地更易受风蚀,而复配农田土壤起沙风速大、输沙量较小,具有明显的固沙效应;(2)扫描电镜图像显示,原状沙地土粒(沙粒)粗骨化、无粘结,而耕种两年的复配农田土壤中已出现团聚体;(3)激光粒度仪分析显示,原状沙地的粉、黏粒含量仅为2.74%,而复配农田这一比例增至15.12%;(4)复配土防风固沙效应的形成与粉粒和黏粒含量及土壤结构等紧密相关。鉴于复配农田输沙固沙能力的动态差异性和风力敏感性,进一步实施复配成土造田工程时,宜在复配农田主导风向的上风向区域及成片农田内适当布设具有防风功能的适生草类或灌木条带。  相似文献   
97.
李栋  张琪昌  靳刚  王婧 《岩土力学》2015,36(Z2):401-405
针对基坑支护结构土压力的研究以数值模拟为主,而解析理论应用需要完善研究现状,提出一种用于计算基坑支护结构土压力的解析方法。根据填土中土拱效应的作用以及土拱成形的基本理论,结合极限平衡分析方法,应用摩尔圆理论确定了基坑端壁间稳定土拱的轨迹方程,并且得到基于土拱形状所围滑裂土体的体积,确定出基坑支护结构土压力的解析表达式,最后进行了算例分析,研究结果表明土体的物理属性决定了有效滑裂土体的边界。提出的解析方法是深基坑计算土压力的一种新的解析方法。  相似文献   
98.
99.
We address the problem of the response to a seismic wave of an urban site consisting of   N b   blocks overlying a soft layer underlain by a hard substratum. The results of a theoretical analysis, appealing to a space–frequency mode-matching (MM) technique, are compared to those obtained by a space–time finite-element (FE) technique. The two methods are shown to give rise to the same prediction of the seismic response for   N b = 1  , 2 and 40 blocks. The mechanism of the interaction between blocks and the ground, as well as that of the mutual interaction between blocks, are studied. It is shown, in the first part of this paper, that the presence of a small number of blocks modifies the seismic disturbance in a manner which evokes qualitatively, but not quantitatively, what was observed during the 1985 Michoacan earthquake in Mexico City. Anomalous earthquake response at a much greater level, in terms of duration, peak and cumulative amplitude of motion, is shown, by a theoretical and numerical analysis in the second part of this paper, to be induced by the presence of a large (≥10) number of identical equi-spaced blocks that are present in certain districts of many cities.  相似文献   
100.
We propose a vertical array analysis method that decomposes complex seismograms into body and surface wave time histories by using a velocity structure at the vertical array site. We assume that the vertical array records are the sum of vertically incident plane P and S waves, and laterally incident Love and Rayleigh waves. Each phase at the surface is related to that at a certain depth by the transfer function in the frequency domain; the transfer function is obtained by Haskell's matrix method, assuming a 1-D velocity structure. Decomposed P , S and surface waves at the surface are estimated from the vertical array records and the transfer functions by using a least-squares method in the frequency domain; their time histories are obtained by the inverse Fourier transform. We carried out numerical tests of this method based on synthetic vertical array records consisting of vertically incident plane P and S waves and laterally incident plane Love and Rayleigh waves. Perfect results of the decomposed P , S , Love and Rayleigh waves were obtained for synthetic records without noise. A test of the synthetic records in which a small amount of white noise was added yielded a reasonable result for the decomposed P , S and surface waves. We applied this method to real vertical array records from the Ashigara valley, a moderate-sized sedimentary valley. The array records from two earthquakes occurring at depths of 123 and 148 km near the array (epicentral distance of about 31 km) exhibited long-duration later phases. The analysis showed that duration of the decomposed S waves was a few seconds and that the decomposed surface waves appeared a few seconds after the direct S -wave arrival and had very long duration. This result indicated that the long-duration later phases were generated not by multireflected S waves, but by basin-induced surface waves.  相似文献   
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