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   2504篇
  免费   422篇
  国内免费   645篇
测绘学   204篇
大气科学   387篇
地球物理   595篇
地质学   1490篇
海洋学   359篇
天文学   111篇
综合类   143篇
自然地理   282篇
  2024年   3篇
  2023年   32篇
  2022年   61篇
  2021年   70篇
  2020年   79篇
  2019年   112篇
  2018年   84篇
  2017年   118篇
  2016年   125篇
  2015年   124篇
  2014年   120篇
  2013年   160篇
  2012年   157篇
  2011年   165篇
  2010年   126篇
  2009年   175篇
  2008年   144篇
  2007年   183篇
  2006年   178篇
  2005年   181篇
  2004年   152篇
  2003年   139篇
  2002年   133篇
  2001年   106篇
  2000年   87篇
  1999年   94篇
  1998年   77篇
  1997年   69篇
  1996年   52篇
  1995年   43篇
  1994年   58篇
  1993年   28篇
  1992年   27篇
  1991年   22篇
  1990年   15篇
  1989年   13篇
  1988年   13篇
  1987年   8篇
  1986年   12篇
  1985年   7篇
  1982年   5篇
  1981年   1篇
  1980年   5篇
  1979年   1篇
  1978年   3篇
  1977年   2篇
  1975年   1篇
  1972年   1篇
排序方式: 共有3571条查询结果,搜索用时 15 毫秒
41.
42.
Permeability is one of the most important parameters in the design of hydraulic backfilling of mine stopes. A simple and reproducible method was developed for preparing reconstituted hydraulic fill sample in the laboratory, that is representative of the hydraulic fill in the mine stope, replicating the slurry sedimentation process taking place in the mine. Constant head and falling head permeability tests were carried out on the samples, giving consistent results. A brick permeameter was developed to study the flow characteristics of the porous barricade bricks under one-dimensional flow, simulating the flow conditions in the mine. Three different methods were used to determine the permeability of the brick and the results showed very good agreement. This is the first rational attempt to measure the permeability of the porous barricade bricks that are used to close the horizontal access drives in the mines, thus retaining the hydraulic fill. The measurements show that the permeability of the barricade brick is about two to three orders of magnitude greater than that of the hydraulic fill.  相似文献   
43.
Typical pull-apart structures were created in scaled clay experiments with a pure strike-slip geometry (Riedel type experiments). A clay slab represents the sedimentary cover above a strike-slip fault in the rigid basement. At an early stage of the development of the deformation zone, synthetic shear fractures (Riedel shears) within the clay slab display dilatational behaviour. With increasing basal displacement the Riedel shears rotate and open further, developing into long, narrow and deep troughs. The shear displacement and the low angle with the prescribed principal basal fault set them apart from tension gashes. At a more evolved stage, synthetic segments (Y-shears) parallel to the basal principal fault develop and accommodate progressive strike-slip deformation. The Y-shears connect the tips of adjacent troughs developed from the earlier Riedel shears, resulting in the typical rhomb-shaped structures characteristic for pull-apart basins. The Strait of Sicily rift zone, with major strike-slip systems being active from the Miocene to the Present, comprises pull-apart basins at different length scales, for which the structural record suggests development by a mechanism similar to that observed in our experiments.  相似文献   
44.
张家口地热资源丰富,通过对区内地热成矿机制,成矿规律的分析认为,以祁吕系为主的多构造体系复合部位控制了本区地下热水的形成与分布,本区地下热水是大气降水经深循环而成,经计算深循环的深度达为2600m,张家口南部地区有很多个热水异常点,是具有远景意义的地热区。  相似文献   
45.
The procedure for geotechnical site investigation is well established but little attention is currently given to investigating the potential of vegetation to assist with ground stability. This paper describes how routine investigation procedures may be adapted to consider the effects of the vegetation. It is recommended that the major part of the vegetation investigation is carried out, at relatively low cost, during the preliminary (desk) study phase of the investigation when there is maximum flexibility to take account of findings in the proposed design and construction. The techniques available for investigation of the effects of vegetation are reviewed and references provided for further consideration. As for general geotechnical investigation work, it is important that a balance of effort is maintained in the vegetation investigation between (a) site characterisation (defining and identifying the existing and proposed vegetation to suit the site and ground conditions), (b) testing (in-situ and laboratory testing of the vegetation and root systems to provide design parameters) and (c) modelling (to analyse the vegetation effects).  相似文献   
46.
1 IntroductionFracturing plays an important role in increasingthe production and injection and enhancing the final re-covery of oil and gas. At present, the use of ahydroxypropyl guar gum, borate-crosslinked, hydraulicfracturing fluid systemhas become ext…  相似文献   
47.
The Proterozoic (950 Ma) Lyngdal granodiorite of southern Norwaybelongs to a series of hornblende–biotite metaluminousferroan granitoids (HBG suite) coeval with the post-collisionalRogaland Anorthosite–Mangerite–Charnockite (AMC)suite. This granitoid massif shares many geochemical characteristicswith rapakivi granitoids, yet granodiorites dominate over granites.To constrain both crystallization (P, T, fO2, H2O in melt) andmagma generation conditions, we performed crystallization experimentson two samples of the Lyngdal granodiorite (with 60 and 65 wt% SiO2) at 4–2 kbar, mainly at fO2 of NNO (nickel–nickeloxide) to NNO + 1, and under fluid-saturated conditions withvarious H2O–CO2 ratios for each temperature. Comparisonbetween experimental phase equilibria and the mineral assemblagein the Lyngdal granodiorite indicates that it crystallized between4 and 2 kbar, from a magma with 5–6 wt % H2O at an fO2of NNO to NNO + 1. These oxidized and wet conditions sharplycontrast with the dry and reduced conditions inferred for thepetrogenesis of the AMC suite and many other rapakivi granitesworldwide. The high liquidus temperature and H2O content ofthe Lyngdal granodiorite imply that it is not a primary magmaproduced by the partial melting of the crust but is derivedby the fractionation of a mafic magma. Lyngdal-type magmas appearto have volcanic equivalents in the geological record. In particular,our results show that oxidized high-silica rhyolites, such asthe Bishop Tuff, could be derived via fractionation of oxidizedintermediate magmas and do not necessarily represent primarycrustal melts. This study underlines the great variability ofcrystallization conditions (from anhydrous to hydrous and reducedto oxidized) and petrogenetic processes among the metaluminousferroan magmas of intermediate compositions (granodiorites,quartz mangerites, quartz latites), suggesting that there isnot a single model to explain these rocks. KEY WORDS: ferroan granitoids; crystallization conditions; experiments; Norway; Sveconorwegian; Bishop Tuff  相似文献   
48.
圆形标志中心子像素定位方法的研究与实现   总被引:18,自引:1,他引:18  
采用回光反射材料制作圆形回光反射标志,经摄影后得到标志的“准二值影像”;对标志的椭圆影像进行亚像素边缘提取,经最小二乘椭圆拟合后得到标志中心的子像素级位置。试验表明,可以达到0.02像素的定位精度。  相似文献   
49.
本文研究证明区内有南、北两条钾长石成矿带,其产出形态、矿化特征、矿石类型均有差异,且导致了它们在工业应用上的不同。区内矿体以岩脉或岩株产出,有红色、浅红色、白色3种矿石。白色矿石富钾低铁,达到国标一级品,其余矿石为二级以下品级,均具有一定的销售市场。从全国的供需形势分析,今后钾长石矿产品市场前景广阔,而区内钾长石资源进一步找矿的潜力仍然很大。  相似文献   
50.
福建省滨海火电厂地质灾害问题及风险控制探讨   总被引:1,自引:0,他引:1  
滨海火力发电厂工程主要包括厂区建筑、码头、管道、取排水、填海和贮灰场等工程。其主要面临着福建省海岸带构造运动、断裂及地震活动、港湾淤积、海底滑坡、软土地基、海底活动地貌、基岩不均匀风化以及人类工程活动等主要的灾害性地质因素。通过对这些因素潜在的致灾特点分析,提出了滨海火电厂地质灾害风险控制应包括选址阶段地质灾害风险回避、设计施工阶段地质灾害风险处理及运行阶段地质灾害风险监控等3方面。地质灾害风险评估是滨海火电厂地质灾害风险控制的首要任务。针对滨海电厂工程的特点,评估内容应着重于地质灾害危险性评估及易损性评估。选址阶段地质灾害风险回避主要是对构造不稳定的回避。地质灾害风险处理主要是电厂工程的基础处理及管道抗冲刷处理。电厂运行阶段地质灾害风险监控主要是对建筑物基础稳定性及海域冲淤变化的监控。  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