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   19069篇
  免费   5871篇
  国内免费   3652篇
测绘学   1504篇
大气科学   3775篇
地球物理   5056篇
地质学   10584篇
海洋学   3057篇
天文学   717篇
综合类   1798篇
自然地理   2101篇
  2025年   22篇
  2024年   413篇
  2023年   551篇
  2022年   946篇
  2021年   1147篇
  2020年   1038篇
  2019年   1023篇
  2018年   1058篇
  2017年   1009篇
  2016年   1139篇
  2015年   1012篇
  2014年   1141篇
  2013年   1258篇
  2012年   1196篇
  2011年   1166篇
  2010年   1216篇
  2009年   1130篇
  2008年   1019篇
  2007年   1031篇
  2006年   809篇
  2005年   738篇
  2004年   545篇
  2003年   549篇
  2002年   496篇
  2001年   482篇
  2000年   592篇
  1999年   817篇
  1998年   630篇
  1997年   677篇
  1996年   628篇
  1995年   561篇
  1994年   464篇
  1993年   392篇
  1992年   342篇
  1991年   260篇
  1990年   205篇
  1989年   161篇
  1988年   159篇
  1987年   99篇
  1986年   101篇
  1985年   60篇
  1984年   56篇
  1983年   49篇
  1982年   44篇
  1981年   31篇
  1980年   37篇
  1979年   29篇
  1978年   11篇
  1977年   8篇
  1958年   15篇
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
101.
位于哀牢山—金沙江新生代钾质碱性岩浆岩带南段的玉召块、马头湾和十里村透辉石花岗岩锆石SHRIMP定年结果为 38Ma、34Ma和 37Ma,相当于渐新世,属于喜马拉雅期,结合岩石化学、微量元素、稀土元素和Sr、Nd、Pb同位素组成等,对控岩机制、岩石的属性和成因以及锆石的成因进行探讨。  相似文献   
102.
A nonlinear wavelet neural network (WNN) model with natural orthogonal expansion (NOE) and combined weights is constructed to predict the annual frequency of tropical cyclones (TCF) occurring over the coastal regions of Southern China. Combined weights are obtained by calculating categorical weights, based on the particle swarm projection pursuit, and ranking weights, based on fuzzy mathematics, followed by optimization. The global monthly mean heights at 500?hPa and sea-surface temperature fields are used as two predictors. The linear and nonlinear information of the predictors with reduced dimensions is gathered through the NOE and combined weights, respectively, and treated as the input into the WNN model. This model is first trained with the 55-year (i.e., 1950?C2004) TCF data and then used to predict annual TCFs for the subsequent 5?years (i.e., 2005?C2009). Results show that the mean absolute and relative errors are 0.6175 and 9.34?%, respectively. The impacts of the combined weights, NOE and WNN as well as the traditional multi-regression approach on the TCF prediction are examined. Results show superior performance of the WNN-based model in the annual TCF prediction.  相似文献   
103.
Zhang  Xiao-Qian  Li  Ming-Guang  Chen  Jin-Jian 《Acta Geotechnica》2022,17(12):5675-5690
Acta Geotechnica - A deep foundation pit constructed in unsaturated soils had encountered torrential rainfall during excavation, and measurements indicated an unexpected excavation deformation...  相似文献   
104.
地下管网空间数据模型的建立与应用   总被引:6,自引:0,他引:6  
谭斌 《四川测绘》2001,24(1):16-19
城市综合地下管网系统作为城市地理信息系统的重要组成部分是城市科学规划,管理和辅助决策等工作的重要工具,本文结合昆明市综合地下管网信息系统设计和开发的实际工作,探讨了地下管网空间数据模型的建立和应用。  相似文献   
105.
The concentrations of chlorofluorocarbons (CFC‐11, CFC‐12 and CFC‐113) and tritium (3H) content in groundwater were used to date groundwater age, delineate groundwater flow systems and estimate flow velocity in the Hohhot basin. The estimated young groundwater age is fallen in the bracket of 21 ~ 50 a and indicates the presence of two different age profiles and flow systems in the shallow groundwater system. Older age waters occur under the topographically low areas, where the aquifer is double‐layer aquifer system consisting of shallow unconfined‐semi‐confined aquifer and deep confined aquifer. This reflects long flow paths associated with regional flow. Groundwater (range from 21 to 34 years) in the north piedmont and east hilly areas, where the aquifer is a single‐layer aquifer consisting of alluvial fans, are typically younger than those in the low areas. The combination of CFCs dating with hydrogeological information indicates that both local and regional flow systems are present at the basin. The regional groundwater flow mainly flows from the north and east to the southwest, the local groundwater flow system occurs nearby the Hohhot city. The mean regional groundwater flow velocity of the shallow groundwater is estimated about 0.73 km/a. These findings can aid in refining hydrogeological conceptual model of the study area. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   
106.
Hysteresis is a common feature exhibited in hydraulic properties of an unsaturated soil. The movement of wetting front and the hysteresis effect are important factors which impact the shear strength of the unsaturated soil and the mechanics of shallow landslides. These failures are mainly triggered by the deepening of the wetting front accompanied by a decrease in matric suction induced by infiltration. This research establishes a method for determining a stability analysis of unsaturated infinite soil slopes, integrating the influence of infiltration and the water retention curve hysteresis. Furthermore, the present stability analysis method including the infiltration model and the advanced Mohr–Coulomb failure criterion calculates the variations of the safety factor (FS) in accordance with different slope angle, depth and hydrological processes. The experimentally measured data on the effect of hysteresis are also carried out for comparison. Numerical analyses, employing both wetting and drying hydraulic behaviour of unsaturated soil, are performed to study the difference in soil‐water content as observed in the experiments. The simulating approximations also fully responded to the experimental data of sand box. The results suggest that the hysteresis behaviour affect the distribution of soil‐water content within the slope indeed. The hysteresis made the FS values a remarkable recovery during the period of non‐rainfall in a rainfall event. The appropriate hydraulic properties of soil (i.e. wetting or drying) should be used in accordance with the processes that unsaturated soil actually experience. This method will enable us to acquire more accurate matric suction head and the unsaturated soil‐shear strength as it changes with the hysteretic flow, in order to calculate into the stability analysis of shallow landslides. An advanced understanding of the process mechanism afforded by this method is critical to realizing a reliable and appropriate design for slope stabilization. It also offers some immediate reference information to the disaster reduction department of the government. Copyright © 2011 John Wiley & Sons, Ltd.  相似文献   
107.
针对传统震害预测方法逐栋抽样计算建筑物抗震性能的不足,本文提出了一种基于蚁群聚类径向基(ACCRBF)网络模型的建筑物震害预测方法。依据不同地震动峰值加速度下多层砖房的实际震害资料,对模型进行训练,在模型的输入和输出之间建立映射关系,并利用这种映射关系对未知样本进行分类,实现对多层砖房的震害分析和预测。模型的输入为反映结构的震害影响因子,输出为给定的地震动峰值加速度下结构震害等级。研究表明,基于ACCRBF网络模型的多层砖房震害预测结果与震害实例基本吻合,具有推广应用价值。  相似文献   
108.
本文首先简要介绍了成都区域气象中心业务使用的GRAPES模式的运行现状,然后针对模式在业务运行中出现的问题进行了详细分析,指出了导致模式出现异常状况的原因,以及解决问题的几点建议.  相似文献   
109.
本文用电子探针对岩浆和变质重结晶锆石进行了成份分带的研究,结果表明,变质重结晶锆石具有从晶体中心至边缘P2O5含量增大的特点,可作为它们的成因标型特征,岩浆锆石则P2O5含量变化不稳定,本文论述了它们的成因。  相似文献   
110.
The jet grouting technique was originally initiated in the UK and progressively developed following the needs for larger geometries, ease of implementation, economic rationality, and better mechanical properties. This paper presents a comprehensive review of the development and practice of jet grouting through some fundamental concepts and relevant case studies. Subsequently, a laboratory testing program is performed to investigate the factors affecting the efficacy of the twin grouting system. The principal objective of this study is to define the suitable conditions for the jet grouting efficacy regarding economic rationality as well as quality control. For the first phase, a particular emphasis is placed on the properties of jet columns, site geological conditions, implementation methods, and the justification of each selected treatment option, while the second phase mainly focuses on the unconfined compressive strength (UCS) tests. It follows that the mono-fluid jet grouting system presents a valuable flexibility in dealing with complex configurations; yet, the double- and triple-fluid systems are more indicated for cases of mass treatments for which large portions of space must be treated and overlapping is fundamentally important for the reliability of the treatment. Furthermore, it was established that the efficacy of the twin-jet method primarily relies on the proper adequacy of some critical parameters, namely, the cement content, the water-cement ratio, and cement slurry-water glass ratio. In spite of some uncertainties inherently related to the technique, the UCS test represents the quintessential laboratory index for evaluating the mechanical properties of grouted elements, deriving jet grouting efficacy and the economics of jet grouts.  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