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   7460篇
  免费   1153篇
  国内免费   1836篇
测绘学   422篇
大气科学   1930篇
地球物理   1844篇
地质学   3404篇
海洋学   994篇
天文学   369篇
综合类   704篇
自然地理   782篇
  2024年   14篇
  2023年   83篇
  2022年   284篇
  2021年   319篇
  2020年   258篇
  2019年   333篇
  2018年   357篇
  2017年   312篇
  2016年   415篇
  2015年   348篇
  2014年   407篇
  2013年   447篇
  2012年   348篇
  2011年   381篇
  2010年   348篇
  2009年   420篇
  2008年   336篇
  2007年   312篇
  2006年   280篇
  2005年   285篇
  2004年   208篇
  2003年   234篇
  2002年   202篇
  2001年   221篇
  2000年   278篇
  1999年   418篇
  1998年   322篇
  1997年   320篇
  1996年   319篇
  1995年   271篇
  1994年   226篇
  1993年   203篇
  1992年   160篇
  1991年   132篇
  1990年   112篇
  1989年   115篇
  1988年   101篇
  1987年   55篇
  1986年   58篇
  1985年   42篇
  1984年   39篇
  1983年   18篇
  1982年   18篇
  1981年   24篇
  1980年   16篇
  1979年   10篇
  1978年   8篇
  1976年   6篇
  1973年   7篇
  1958年   8篇
排序方式: 共有10000条查询结果,搜索用时 31 毫秒
991.
Accurate characterizations of rock strengths under higher loading rates are crucial in many rock engineering applications. The split Hopkinson pressure bar (SHPB) system has been used to quantify the dynamic compressive strength of rocks using the short cylindrical specimen and the dynamic tensile strength of rocks using the Brazilian disc (BD) specimen. However, SHPB is a standard tool that is suitable for metal testing; there are some fundamental issues that need to be carefully visited in applying SHPB to rock dynamic tests. This paper addresses several such critical issues, including the choice of slenderness ratio of the compressive specimen, the effect of friction between the sample and bars on the measured results of compressive strength, the necessity of dynamic force balance on the dynamic BD test, and the validity of using the standard BD equation in the data reduction. We show that with proper experimental designs that address these issues, the dynamic compressive strength and dynamic tensile strength of rocks measured using SHPB are valid and reliable.  相似文献   
992.
993.
In the 2008 Wenchuan earthquake in Sichuan Province, a large number of buildings, water conservancy facilities, and transportation facilities were severely damaged. The damage caused by liquefaction and earthquake-induced soil subsidence was widely distributed, diverse, and extensive. Typical liquefaction and earthquake-induced subsidence damage for this region has been described by investigations of soils and foundations in the earthquake-stricken area. Factors that influenced the liquefaction of soils in Dujiangyan County were analyzed, accounting for regional geological conditions. The results identify several factors that may affect the process of liquefaction and general damage to buildings, roads, levees, and dams. Such factors could serve as the basis for further research into mitigating the damage caused by earthquake-induced liquefaction and subsidence. The importance of detailed ground reconnaissance and the implementation of reasonable and effective measures to improve soft soil are proposed for earthquake hazard reduction in similar areas.  相似文献   
994.
石雷石英闪长岩是赣南崇-余-犹地区比较特殊的闪长质侵入体。锆石的原位U-Pb定年表明,该岩体侵位于433.5±3.4Ma。全岩主量元素特征上显示出中偏酸性(SiO2=56.92%~64.70%),富Al(Al2O3=14.10%~14.83%),富碱(Alk=6.41%~7.40%)特别是富钾(K2O=3.86%~4.85%),镁、铁含量较高,MgO:3.47%~5.95%,FeOT:5.23%~8.14%以及低磷(P2O5=0.27%~0.4%)的特点;微量元素上主要富集K、Rb、Cs等大离子亲石元素和轻稀土元素,亏损Nb、Ta、Ti、P等高场强元素。磷灰石微量元素特征上显示高度富集稀土元素特别是轻稀土元素的特征;具有Eu的负异常(δEu=0.37~0.45)。ISr位于0.7073~0.7132之间,εNd(t)变化于-8.41~-4.97之间,两阶段钕模式年龄介于1.58~1.86Ga之间,Hf同位素组成相对均一,εHf(t)主要集中变化于-8~-2之间,两阶段Hf模式年龄加权平均为1.77±0.09Ga,这些特征都暗示了该石英闪长质岩体的形成是强烈壳幔相互作用的产物,区内加里东晚期可能发生了局部的岩石圈的减薄。  相似文献   
995.
通过对以往黏性土层锚杆钻具成孔出现的问题分析,查明了常规取芯钻具与短螺旋钻具在水平方向小角度成孔过程中,土体失去了原始均衡应力造成钻孔缩径,使扰土不能及时输出孔外,是产生堵孔塌孔的直接原因.为此研制了长螺旋锚杆成孔钻具,解决了成孔时扰土输出问题,创新的旋板解决了钻孔内壁土颗粒结构松弛问题,并且彻底解决了在黏性土层中锚杆成孔塌堵现象,保证锚杆成孔设计角度,形成一套较为标准的长螺旋锚杆钻具成孔操作规则.  相似文献   
996.
Quantitative vulnerability estimation for scenario-based landslide hazards   总被引:4,自引:1,他引:3  
Within the engineering profession and natural sciences, vulnerability is widely accepted to be defined as the degree of loss (or damage) to a given element or set of elements within the area affected by a threat. The value of vulnerability is expressed nondimensionally between 0 and 1. It is a fundamental component in the evaluation of landslide risk, and its accurate estimation is essential in making a reasonable prediction of the landslide consequences. Obviously, vulnerability to landslides depends not only on the characteristics of the element(s) at risk but also on the landslide intensity. This paper summarizes previous research on vulnerability to landslides and proposes a new quantitative model for vulnerability of structures and persons based on landslide intensity and resistance of exposed elements. In addition, an approximate function is suggested for estimating the vulnerability of persons in structures. Different methods for estimating the vulnerability of various elements to slow or rapid landslides are discussed. Finally, the application of the new model is illustrated through an example.  相似文献   
997.
Assessment of the risk of rockfalls in Wu Gorge, Three Gorges, China   总被引:3,自引:0,他引:3  
In 2007 and 2008, six big damaging rockfalls occurred at four sites in Wu Gorge, the second gorge of the Three Gorges, China. Detailed surveys and aerial-photographic interpretation identified 104 potentially dangerous rock masses. This paper reviews previous rock-mass risk ratings, examines dangerous rock-mass structure and presents a new assessment system for rockfall risk (ASRFR) in the Wu Gorge area. The ASRFR considers 15 factors: seven factors for hazard and eight factors for consequence. Relative importance weights for these factors are ascertained using an analytic hierarchy process. Using an equation to calculate the risk, the 104 dangerous rock masses were divided into three risk groups: high risk (33 sites), medium risk (33 sites) and low risk (38 sites). The ASRFR analysis can be used to divide the shipping route through the Wu Gorge into seven courses each of one of three classes: safe-route regions, yellow-alarm regions and red-alarm regions. The system provides geological information and a rockfall-risk management tool for local government and the shipment-route department.  相似文献   
998.
珠江口盆地东沙隆起珠江组层序界面的识别及划分   总被引:5,自引:0,他引:5  
在掌握珠江口盆地东沙隆起年代地层、生物地层和岩石地层信息的基础上,通过对测井/录井、地震、古生物、岩心及成岩等相关资料的研究,将珠江组划分出四个三级层序和五个层序界面,归纳出四类界面标志,即沉积标志、成岩标志、测井标志和地震标志。各种界面标志的识别方法都有其特点和局限,实际应用时应综合利用,相互印证,以使层序界面划分更具有可靠性和精确性。  相似文献   
999.
The Atmospheric Infrared Sounder (AIRS) and MODerate-Resolution Imaging Spectroradiometer (MODIS) on board NASA Earth Observing System (EOS) Aqua spacecraft measure the upwelling infrared radiance used for numerous remote-sensing- and climate-related applications. AIRS provides high spectral resolution infrared radiances, while MODIS provides collocated high spatial resolution radiances at 16 broad infrared bands. An optimal algorithm for cloud-clearing has been developed for AIRS cloudy soundings at the University of Wisconsin-Madison, where the spatially and spectrally collocated AIRS and MODIS data has been used to analyze the characteristic of this algorithm. An analysis and characterization of the global AIRS cloud-cleared radiances using the bias and the standard deviation between the cloud-cleared and the nearby clear measurements are studied. Scene inhomogeneity for both land- and water-surface types has been estimated to account for the assessed error. Both monthly and seasonal changes of global AIRS/MODIS cloud-clearing performance also have been analyzed.  相似文献   
1000.
淮南板集煤矿F512断层导水性分析及地面注浆加固   总被引:1,自引:0,他引:1  
板集煤矿F512断层落差70m,存在着导通上覆新生界松散层水与下伏太原组岩溶水的威胁,同时,断层带的破碎岩体也将对巷道掘进和支护带来困难。该矿先后施工了3个水文地质钻孔进行抽水和压水试验,根据岩心鉴定成果和岩石RQD值,认为断层带的岩心较为破碎;依据抽水过程中的流量变化、水位降深值和水位恢复值等指标及压水试验中透水率分析,发现该断层的导水性较差,具有弱渗透性。参考相邻矿区的经验,决定对断层破碎岩体采用地面注浆方法进行加固。整个工种注入水泥浆1 600m3,破碎岩体得到了有效加固,巷道掘进顺利通过了F512断层。  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