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   1995篇
  免费   492篇
  国内免费   340篇
测绘学   121篇
大气科学   61篇
地球物理   767篇
地质学   1115篇
海洋学   517篇
天文学   42篇
综合类   95篇
自然地理   109篇
  2024年   8篇
  2023年   27篇
  2022年   56篇
  2021年   67篇
  2020年   80篇
  2019年   99篇
  2018年   75篇
  2017年   64篇
  2016年   78篇
  2015年   90篇
  2014年   120篇
  2013年   126篇
  2012年   139篇
  2011年   110篇
  2010年   100篇
  2009年   140篇
  2008年   159篇
  2007年   188篇
  2006年   152篇
  2005年   137篇
  2004年   121篇
  2003年   113篇
  2002年   84篇
  2001年   75篇
  2000年   47篇
  1999年   50篇
  1998年   46篇
  1997年   41篇
  1996年   50篇
  1995年   31篇
  1994年   35篇
  1993年   24篇
  1992年   21篇
  1991年   15篇
  1990年   14篇
  1989年   12篇
  1988年   10篇
  1987年   4篇
  1986年   5篇
  1985年   3篇
  1981年   2篇
  1979年   1篇
  1977年   1篇
  1976年   1篇
  1974年   1篇
  1972年   1篇
  1954年   4篇
排序方式: 共有2827条查询结果,搜索用时 329 毫秒
81.
In situ seismic attenuationQ−1logs are derived from borehole velocity profiles and reveal sharp boundaries between morphologies of the extrusive volcanic layers in intermediate- and slow-spreading oceanic crust.Q−1logs are calculated from the scattering attenuation associated with vertical velocity heterogeneity in Ocean Drilling Program Holes 504B and 896A and in Hole 395A, located in 5.9–7.3 Ma crust on the Pacific and Atlantic plates, respectively. Our results strongly tie crustal properties to seismic measurables and observed geological structures: we find that the scattering attenuation can be used to identify the extrusive volcanic sequence because it is closely related to changes in the degree of vertical heterogeneity. We interpret a distinct decrease in the Q−1log at the transition below the extrusive volcanic layer to correspond with the seismic layer 2A/2B boundary. The boundary is located at 465 m depth below the sea floor in both Hole 395A and 504B, although this is likely to be a coincidence of the sediment thickness at these sites. Layer 2A is estimated to be approximately 150 m thick in Hole 504B and > 300 m thick in Hole 395A. Cyclic sequences of high-porosity pillows and low-porosity massive units in the uppermost 100 m of volcanics in Hole 395A result in large velocity heterogeneities which cause > 5 times more attenuation in this layer than in Hole 504B. In Hole 896A, by contrast, fewer pillows, more massive flows, and a greater volume of carbonate veins decrease the velocity heterogeneity and attenuation significantly over only 1 km distance from Hole 504B. We conclude that the attenuation in the extrusive volcanics of the ocean crust is largely controlled by variation in local heterogeneity and morphology as well as by subsequent hydrothermal alteration. The observed differences inQ−1profiles and layer 2A thickness at these sites may be attributed to variations in the volume and duration of volcanic activity at mid-ocean spreading centers for these Pacific and Atlantic ridge segments.  相似文献   
82.
综合利用岩心分析、测井及动态开发资料研究了扶余油田西一、二区北的剩余油分布规律,所研制的油田中、高含水期确定小层剩余油分布图,解决了油田开发中的动态预测小层剩余油分布的难题,并且对1982年和1992年底的剩余油分布规律作了分析。  相似文献   
83.
鄂西地区完整灰岩地层的视电阻率、密度、声波、自然伽马等曲线形态受灰岩胶结物质成份和泥质含量影响并具有一定的规律性,当灰岩地层受到构造、溶蚀作用产生破碎带、岩溶、裂隙等不良地质体或存在地下含水体时,各测井物理参数发生变化并在曲线形态上呈现异常反映,据此可以对不良地质体的位置、规模、类型进行准确判断。测井技术在鄂西地区灰岩地区隧道深孔勘探中的应用,补充、验证了钻探资料,为隧道设计、施工提供了可靠的依据。  相似文献   
84.
张德权  贺颢  张彦林  陈韶 《物探与化探》2004,28(4):298-299,319
通过1个实例,说明应用测井方法并结合区域地质资料进行综合对比分析,可了解区域范围内地下隐伏构造和不同层系的地层岩性在空间上的展布,找出赋存地下水的有利地段。  相似文献   
85.
苏里格庙气田主要产气层为上古生界石盒子组盒8段,属于三角洲平原分流河道沉积。复合砂体近南北向展布;单砂体的厚度变化大,非均质性明显,储渗变化大。盒8段含气砂岩在AVO资料上有明显反映;在综合测井资料上,盒8段表现出自然伽玛测井值、密度测井值、补偿中子测井值都偏低,电阻率、声波时差测井值较高,出现了大幅度的自然电位异常。利用核磁共振测井技术测得苏里格庙区某井盒8段3555.9m~3559.6m为气层,3560.6m~3572m为气水层,与生产实践吻合得很好。  相似文献   
86.
This paper describes the use of a backprojection algorithm to reconstruct subsurface images of the electrical resistivity in horizontal planes parallel to the surface. The algorithm can be applied to detect buried objects such as tanks or pipes and possible leakages from them. Two imaging strategies are compared: juxtaposition of vertical planes, and 3D reconstruction from the sensitivity matrix corresponding to the entire volume whose surface is explored. The electrode arrays used for voltage measurement are the dipole–dipole array and a modified Schlumberger array. A personal computer controls current injection, electrode switching, and voltage detection. The system injects 1 kHz, 20 V peak-to-peak square waveforms, thus avoiding electrode polarization effects. Experimental laboratory measurements show that the algorithm detects localized objects such as an insulating sphere and a conductive cylinder immersed in water. Furthermore, covering half of the cylinder by a rubber sleeve to simulate a nonconductive leak, yields a distinct image for the leak. The backprojection algorithm does not need any regularization parameter and it is very fast in inverting the sensitivity matrix because it approximates the inverse matrix by its transposed. The dipole–dipole array usually yields a lower overall pixel error than the modified Schlumberger array but both allow the detection of simulated underground leaks.  相似文献   
87.
介绍了一种利用测井资料快速求得岩石可钻性级值的计算机方法。该方法能够比较准确地预测岩石可钻性,快速做出连续的地层可钻性剖面图。室内微钻头可钻性试验和江汉油田现场应用验证表明:该系统具有比较高的可靠性,是可以投入油田现场应用的。  相似文献   
88.
数字地质编录中坡面展示影像图的制作研究   总被引:2,自引:0,他引:2  
杨立君  李浩 《现代测绘》2004,27(6):33-35
基于影像的数字地质编录是摄影测量和工程地质学科边缘交叉发展的技术成果之一.目前仍处于研究阶段。介绍了影像数字地质编录中坡面展示影像图的制作原理及其流程,重点阐述了畸变校正后像片坡面影像几何纠正的两种不同的处理方法。实践表明,两种处理方法的结合能够很好地满足数字地质编录中对展示影像图的生成及使用的要求。  相似文献   
89.
90.
Time and space variant soil properties at a liquefied site were simultaneously identified in the time domain by using borehole array strong motion records. During soil liquefaction at a site, soils usually show a wide variety of non-linear behavior along the depth as well as non-stationary behavior. Strong ground motion records were obtained at Port Island borehole array observatory, Kobe, during the 1995 Hyogoken-Nanbu earthquake. In this study, the instrumented soil was modeled by the equivalent linear MDOF system, and an extended Kalman filter with local iteration was employed for the identification of the soils. The identification process was successfully conducted, and the stress–strain relationships of the soils at the liquefied site were obtained from different depths all at once.  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