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   6436篇
  免费   1332篇
  国内免费   2032篇
测绘学   953篇
大气科学   933篇
地球物理   1195篇
地质学   3987篇
海洋学   1246篇
天文学   163篇
综合类   572篇
自然地理   751篇
  2024年   35篇
  2023年   118篇
  2022年   302篇
  2021年   418篇
  2020年   372篇
  2019年   412篇
  2018年   395篇
  2017年   363篇
  2016年   362篇
  2015年   414篇
  2014年   398篇
  2013年   505篇
  2012年   536篇
  2011年   536篇
  2010年   529篇
  2009年   443篇
  2008年   512篇
  2007年   376篇
  2006年   389篇
  2005年   309篇
  2004年   281篇
  2003年   301篇
  2002年   372篇
  2001年   307篇
  2000年   219篇
  1999年   155篇
  1998年   91篇
  1997年   65篇
  1996年   46篇
  1995年   46篇
  1994年   41篇
  1993年   37篇
  1992年   21篇
  1991年   17篇
  1990年   14篇
  1989年   12篇
  1988年   16篇
  1987年   7篇
  1986年   6篇
  1985年   9篇
  1984年   3篇
  1982年   3篇
  1981年   1篇
  1979年   2篇
  1958年   3篇
  1954年   1篇
排序方式: 共有9800条查询结果,搜索用时 31 毫秒
871.
多种地球化学异常下限确定方法的对比研究   总被引:2,自引:0,他引:2  
地球化学异常下限值是区分背景区与异常区的基本参数,而异常下限的准确性直接关系到下一步找矿工作的实施。本文以青海省治多县区域1∶1万土壤化探样品中Ag、Cu、Zn、Pb、Bi、Mo、W七种元素为例,使用传统计算方法、85%累计频率法、分形方法对测试数据进行处理,对比研究认为:传统计算方法求得的异常范围小,且较为分散;85%累计频率法与传统方法所得异常下限值比较接近,具有合理性与客观性,相对于传统计算方法,分形方法对弱小异常的识别效果显著,但异常范围过大,给异常查证工作带来难度。确定异常下限值时要研究数据分布模式和地质背景,分析区域地球化学特征差异,应采用多种分析法对比确定合理的异常下限,圈定出有效的异常区。  相似文献   
872.
以淮南煤田潘三煤矿4-2煤层中的岩浆岩、天然焦和煤样品为研究对象,利用X射线衍射仪和X射线荧光光谱仪测试其矿物组成和主量元素含量,研究地下岩浆侵入对煤中矿物成分的影响。结果表明:煤变质成天然焦后,其总的矿物含量增多,并伴随着后生矿物如微斜长石和镁绿泥石的出现。天然焦中后生矿物的组成元素可能来源于岩浆或热液中的主量元素如Si、Al、Na、K、Fe和Mg。  相似文献   
873.
This paper presents experimental results of drained and undrained triaxial compression tests of saturated Meuse–Haute/Marne claystone. The emphasis is to study the evolution of pore pressure with growth of microcracks and the effect of pore pressure on mechanical behavior. Basic mechanical responses are first investigated through drained triaxial compression tests, showing nonlinear stress strain relations, volumetric dilatancy and pressure sensitivity. In undrained triaxial compression tests, the pore pressure exhibits a transition from increase to decrease due to the transition from volumetric compressibility to dilatancy caused by the growth of microcracks. The failure surfaces, determined by total stress and Terzaghi’s effective stress under undrained condition, are compared with the one under drained condition.  相似文献   
874.
Optimization of calcium-based bioclogging and biocementation of sand   总被引:1,自引:0,他引:1  
Bioclogging and biocementation can be used to improve the geotechnical properties of sand. These processes can be performed by adsorption of urease-producing bacterial cells on the sand grain surfaces, which is followed by crystallization of calcite produced from the calcium salt and urea solution due to bacterial hydrolysis of urea. In this paper, the effect of intact cell suspension of Bacillus sp. strain VS1, suspension of the washed bacterial cells, and culture liquid without bacterial cells on microbially induced calcite precipitation in sand was studied. The test results showed that adsorption/retention of urease activity on sand treated with washed cells of Bacillus sp. strain VS1 was 5–8 times higher than that treated with culture liquid. The unconfined compressive strength of sand treated with the suspension of washed cells was 1.7 times higher than that treated with culture liquid. This difference could be due to fast inactivation of urease by protease which was present in the culture liquid. The adsorption of bacterial cells on sand pretreated with calcium, aluminum, or ferric salts was 29–37 % higher as compared with that without pretreatment. The permeability of sand varied with the content of precipitated calcium. For bioclogging of sand, the content of precipitated calcium had to be 1.3 % (w/w) or higher. The shear strength of biotreated sand was also dependent on the content of precipitated calcium. To achieve an unconfined compressive strength of 1.5 MPa or higher, the content of precipitated calcium in the treated sand had to be 4.2 % (w/w) or higher. These data can be used as the reference values for geotechnical applications such as bioclogging for reducing the permeability of sand and biocementation for increasing the shear strength of soil.  相似文献   
875.
A whirlpool foundation pit is a small-diameter, deep circular pit. Because of its depth and small diameter, a large drawdown is required, and a limited number of wells can be installed inside the pit. During excavation, partially penetrating wells inside and outside the foundation pit have to be installed to lower the water level when the aquifer is too thick. However, partially penetrating wells near partially penetrating curtains cannot be treated by analytical methods. Therefore, it is necessary to use numerical methods to predict dewatering during excavation. Field experiments were performed on whirlpool foundation pit 1880 of Baosteel Group, Shanghai, China, to obtain pumping rates and drawdown, pumping with a single well and two wells in the confined aquifer. The results indicate that the drawdown inside the pit induced by pumping wells outside the foundation pit was small, whereas it was large for pumping wells inside the pit. The pumping wells inside and outside the pit had to be combined to lower the water level. A three-dimensional numerical model was developed to simulate the dewatering process. The hydraulic conductivities of the confined aquifers were inversed by using the pumping tests. Operation schedules were simulated with the corrected model for different combinations of wells inside and outside the pit. The results suggest that different schedules and operation conditions affect drawdown. The monitored results during dewatering indicate that the simulation and field measurements were in agreement. The results can be applied to similar situations.  相似文献   
876.
The Jilongshan skarn Cu–Au deposit is located at the Jiurui ore cluster region in the southwestern part of the Middle–Lower Yangtze River valley metallogenic belt. The region is characterized by NW‐, NNW‐ and EW‐trending faults and the mineralization occurs at the contact of lower Triassic carbonate rocks and Jurassic granodiorite porphyry intrusions. The intrusives are characterized by SiO2, K2O, and Na2O concentrations ranging from 61.66 to 67.8 wt.%, 3.29 to 5.65 wt.%, and 2.83 to 3.9 wt.%, respectively. Their A/CNK (A/CNK = n(Al2O3)/[n(CaO) + n(Na2O) + n(K2O)]) ratio, δEu, and δCe vary from 0.77 to 1.17, 0.86 to 1, and 0.88 to 0.96, respectively. The rocks show enrichment in light rare earth elements ((La/Yb)N = 7.61–12.94) and large ion lithophile elements (LILE), and depletion in high field strength elements (HFSE), such as Zr, Ti. They also display a peraluminous, high‐K calc‐alkaline signature typical of intrusives associated with skarn and porphyry Cu–Au–Mo polymetallic deposits. Laser ablation inductively coupled plasma spectrometry (LA‐ICP‐MS) zircon U–Pb age indicates that the granodiorite porphyry formed at 151.75 ± 0.70 Ma. A few inherited zircons with older ages (677 ± 10 Ma, 848 ± 11 Ma, 2645 ± 38 Ma, and 3411 ± 36 Ma) suggest the existence of an Archaean basement beneath the Middle–Lower Yangtze River region. The temperature of crystallization of the porphyry estimated from zircon thermometer ranges from 744.3 °C to 751.5 °C, and 634.04 °C to 823.8 °C. Molybdenite Re–Os dating shows that the Jilongshan deposit formed at 150.79 ± 0.82 Ma. The metallogeny and magmatism are correlated to mantle–crust interaction, associated with the subduction of the Pacific Plate from the east. Copyright © 2013 John Wiley & Sons, Ltd.  相似文献   
877.
塔里木盆地石炭系烃源岩成熟演化研究   总被引:2,自引:0,他引:2       下载免费PDF全文
尽管塔里木盆地石炭系富含有机质且已发现其生成的原油,但关于石炭系烃源岩热演化研究却很薄弱。根据基础地质资料、古地温梯度和实测镜质体反射率数据,本文定量模拟了塔里木盆地6口典型井的石炭系烃源岩热演化史和这套烃源岩底界、顶界在二叠纪末期、三叠纪末期、白垩纪末期及现今成熟度的平面分布规律。塔北隆起南部、塔西南坳陷和阿瓦提凹陷在石炭-二叠纪作为沉降中心接受了巨厚的沉积物,造成这些地区石炭系烃源岩底界成熟度在二叠纪末期达到0.9%~1.3%(中-高成熟),顶界为0.5%~0.9%(低-中成熟),成为有利生油区。中生代时期,塔里木盆地中、东部长期处于沉降状态,石炭系烃源岩处于成熟演化阶段。白垩纪末期,塔中低凸起和满加尔凹陷的石炭系底界成熟度为0.7%~0.9%(中成熟),顶界为0.5%~0.7%(低成熟),而塘古孜巴斯坳陷底界成熟度为0.9%~1.1%(中-高成熟),顶界为0.7%~0.9%(中成熟)。受羌塘地体、拉萨地体、印度板块分别与欧亚板块南缘碰撞远程效应的影响,塔西南坳陷和巴楚隆起在中生代一直处于隆升剥蚀状态,烃源岩热演化进入停滞状态。新生代以来,塔西南坳陷和阿瓦提凹陷演化为前陆盆地,再次接受了巨厚沉积物,致使石炭系烃源岩快速成熟演化,底-顶界成熟度现今已超过2.0%,进入干气阶段。满加尔凹陷石炭系烃源岩自石炭纪至今一直处于成熟演化阶段,现今达到最大,为0.8%~1.0%。另外,热史研究表明塔西南坳陷和阿瓦提凹陷石炭系烃源岩具有二次生烃潜力。本研究不仅丰富了塔里木盆地石炭系烃源岩热史研究成果,而且对油气勘探与开发具有重要的指导意义。  相似文献   
878.
Because of the advantages of integrating water pressure blasting and hydraulic fracturing, the use of hydraulic fracturing after water pressure control blasting is a method that is used to fully transform the structure of a coal-rock mass by increasing the number and range of hydraulic cracks. An experiment to study hydraulic fracturing after water pressure blasting on cement mortar samples (300 × 300 × 300 mm3) was conducted using a large-sized true triaxial hydraulic fracturing experimental system. A traditional hydraulic fracturing experiment was also performed for comparison. The experimental results show that water pressure blasting produces many blasting cracks, and follow-up hydraulic fracturing forces blasting cracks to propagate further and to form numerous multidirectional hydraulic cracks. Four macroscopic main hydraulic cracks in total were noted along the borehole axial and radial directions on the sample surfaces. Axial and radial main failure planes induced by macroscopic main hydraulic cracks split the sample into three big parts. Meanwhile, numerous local hydraulic cracks were formed on the main failure planes, in different directions and of different types. Local hydraulic cracks are mainly of three types: local hydraulic crack bands, local branched hydraulic cracks, and axial layered cracks. Because local hydraulic cracks produce multiple local layered failure planes and lamellar ruptures inside the sample, the integrity of the sample decreases greatly. The formation and propagation process of many multidirectional hydraulic cracks is affected by a combination of water pressure blasting, water pressure of fracturing, and the stress field of the surrounding rock. To a certain degree, the stress field of surrounding rock guides the formation and propagation process of the blasting crack and the follow-up hydraulic crack. Following hydraulic fracturing that has been conducted after water pressure blasting, the integrity of the sample is found to be far lower than after traditional hydraulic fracturing; moreover, both the water injection volume and water injection pressure for hydraulic fracturing after water pressure blasting are much higher than they are for traditional hydraulic fracturing.  相似文献   
879.
To ensure the safety of structures, high-speed railway and highway founded on liquefiable soils, liquefaction evaluation is a primary task. Herein, a dynamic set pair analysis method based on variable weights is introduced to assess liquefaction. A concept of connection degree of set pair consisting of the evaluation sample and the classification standard was described to interpret the uncertainty of liquefaction and relationship. Moreover, based on reward and penalty mechanism, state variable vectors were presented to assign composite weights of evaluation indicators in order to take into account impacts of indicator variation. And the integrated connection degree to each grade was calculated to evaluate liquefaction of the evaluated cases. Results from practical example and comparison with field investigation and extension method indicated that this proposed model used to evaluate liquefaction is feasible and effective. In addition, it can quantitatively describe liquefaction hierarchy of evaluated samples.  相似文献   
880.
布鲁斯台辉长岩位于中天山南缘缝合带中段古洛沟蛇绿岩以北30km,是该带上出露的为数不多的较大的基性侵入岩体。辉长岩主要由斜长石(35%~45%)、单斜辉石(20%~25%)和角闪石(30%~35%)组成,角闪石主要为交代辉石后的产物。岩石化学成分显示,辉长岩具有高Al2O3(15.43%~23.20%)和CaO(12.96%~14.48%),低碱K2O(0.13%~0.19%)、Na2O(1.47%~3.00%)、P2O5(0.03%~0.07%)和TiO2(0.34%~0.61%)的特征。辉长岩稀土元素球粒陨石标准化配分模式与E-MORB相似,但ΣREE低(12.91×10-6~23.14×10-6),微量元素具有Ba、U、K、Sr等LILE富集和Nb、Ta、Zr、Hf、Th等HFSE亏损的特点。锆石原位εHf(t)值为+9.7~+15.0。上述特征反映辉长岩形成的构造背景为活动大陆边缘,源区为受俯冲流体影响的亏损地幔橄榄岩,且在上升的过程中未遭受地壳的明显混染。La、Sm、Yb判别图解显示岩石可能是亏损的尖晶石二辉橄榄岩发生5%~10%的部分熔融的产物。锆石LA-ICP-MS测年表明,辉长岩形成年龄为316.8±2.1Ma(MSWD=3.4,n=36)。结合区域地质、年代学和地球化学的资料,我们提出至少在晚石炭世,南天山洋还存在洋内和洋陆俯冲事件,南天山洋闭合的时间可能在更晚的早二叠世,而不是志留纪或者早泥盆世。  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