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   1906篇
  免费   508篇
  国内免费   799篇
测绘学   79篇
大气科学   19篇
地球物理   852篇
地质学   1813篇
海洋学   271篇
天文学   3篇
综合类   84篇
自然地理   92篇
  2024年   20篇
  2023年   42篇
  2022年   56篇
  2021年   70篇
  2020年   123篇
  2019年   136篇
  2018年   127篇
  2017年   132篇
  2016年   151篇
  2015年   144篇
  2014年   167篇
  2013年   203篇
  2012年   141篇
  2011年   166篇
  2010年   125篇
  2009年   135篇
  2008年   133篇
  2007年   142篇
  2006年   166篇
  2005年   127篇
  2004年   98篇
  2003年   92篇
  2002年   90篇
  2001年   54篇
  2000年   66篇
  1999年   61篇
  1998年   49篇
  1997年   40篇
  1996年   30篇
  1995年   21篇
  1994年   22篇
  1993年   19篇
  1992年   13篇
  1991年   17篇
  1990年   12篇
  1989年   4篇
  1988年   4篇
  1987年   5篇
  1986年   3篇
  1985年   5篇
  1984年   1篇
  1977年   1篇
排序方式: 共有3213条查询结果,搜索用时 15 毫秒
571.
新疆乌什水水库为注入式水库。于1984年始修,总库容3850×104m3,灌溉下游农田。因坝基严重渗漏,2002年被新疆水利专家评为险库,对坝基需进行防渗帷幕灌浆处理。为此,设计和施工中确定了坝基防渗处理原则,从而探索出一套最佳的灌浆工艺。现场运用多种手段对灌浆质量进行全面检查,对施工全过程实施质量控制和跟踪监理,使施工的838个灌浆孔(总进尺25804.18m)的优良率达84.8%,7个固结灌浆单元和21个帷幕灌浆单元工程合格率达100%。固结灌浆和帷幕灌浆部分工程及坝基防渗帷幕单位工程均被评为优良工程。  相似文献   
572.
根据Gibson得到的固相坐标z下的非线性固结控制方程,运用Laplace变换求解了在任意荷载作用下的单层饱水欠固结地基一维非线性变形问题;通过Laplace逆变换,求得单层饱水欠固结地基在任意荷载作用下的一维非线性固结解。结合单层地基在几种常见荷载作用下固结变形的算例,对解进行了探讨,揭示了任意变荷载作用下单层饱和软粘土欠固结地基一维非线性固结的特性,得到了一些可用于指导工程实践的有益结论。  相似文献   
573.
The strong vertical gradient in soil and subsoil saturated hydraulic conductivity is characteristic feature of the hydrology of catchments. Despite the potential importance of these strong gradients, they have proven difficult to model using robust physically based schemes. This has hampered the testing of hypotheses about the implications of such vertical gradients for subsurface flow paths, residence times and transit time distribution. Here we present a general semi‐analytical solution for the simulation of 2D steady‐state saturated‐unsaturated flow in hillslopes with saturated hydraulic conductivity that declines exponentially with depth. The grid‐free solution satisfies mass balance exactly over the entire saturated and unsaturated zones. The new method provides continuous solutions for head, flow and velocity in both saturated and unsaturated zones without any interpolation process as is common in discrete numerical schemes. This solution efficiently generates flow pathlines and transit time distributions in hillslopes with the assumption of depth‐varying saturated hydraulic conductivity. The model outputs reveal the pronounced effect that changing the strength of the exponential decline in saturated hydraulic conductivity has on the flow pathlines, residence time and transit time distribution. This new steady‐state model may be useful to others for posing hypotheses about how different depth functions for hydraulic conductivity influence catchment hydrological response. Copyright © 2016 John Wiley & Sons, Ltd.  相似文献   
574.
付旭  张德会  印贤波 《地质通报》2011,30(04):595-604
地壳中岩石的变形模式受构造应力、流体压力和上覆岩层重力共同作用的影响。岩石组成和构造应力的大小、方向决定着岩石的变形过程,同时岩石的破裂还受先存断裂构造的影响。流体压力增大,岩石可以发生水力破裂,而引起水力引张破裂的条件是σ1-σ3<4T和Pf=σ3+T。随着深度的增加,受地温梯度的影响,岩石由脆性变形向韧性变形转变。在无流体超压影响的情况下,脆韧性转换的温度在300~450℃之间,大约在地壳15km处。当流体压力和应变速率增大时,韧性条件下的岩石变形行为由韧性向脆性变化,脆韧性转变的深度随之增大。从构造角度探讨热液成矿作用,热液矿床形成的深度与流体压力、应变速率、裂隙的发育、介质的渗透率、温度变化等相关。岩石断裂的类型和方向影响岩石的渗透率,提供流体运移的通道和聚集场所,控制矿床形成的深度、位置和矿体产状。  相似文献   
575.
576.
Salt tectonics in the Eastern Persian Gulf (Iran) is linked to a unique salt‐bearing system involving two overlapping ‘autochthonous’ mobile source layers, the Ediacaran–Early Cambrian Hormuz Salt and the Late Oligocene–Early Miocene Fars Salt. Interpretations of reflection seismic profiles and sequential cross‐section restorations are presented to decipher the evolution of salt structures from the two source layers and their kinematic interaction on the style of salt flow. Seismic interpretations illustrate that the Hormuz and Fars salts started flowing in the Early Palaeozoic (likely Cambrian) and Early Miocene, respectively, shortly after their deposition. Differential sedimentary loading (downbuilding) and subsalt basement faults initiated and localized the flow of the Hormuz Salt and the related salt structures. The resultant diapirs grew by passive diapirism until Late Cretaceous, whereas the pillows became inactive during the Mesozoic after a progressive decline of growth in the Late Palaeozoic. The diapirs and pillows were then subjected to a Palaeocene–Eocene contractional deformation event, which squeezed the diapirs. The consequence was significant salt extrusion, leading to the development of allochthonous salt sheets and wings. Subsequent rise of the Hormuz Salt occurred in wider salt stocks and secondary salt walls by coeval passive diapirism and tectonic shortening since Late Oligocene. Evacuation and diapirism of the Fars Salt was driven mainly by differential sedimentary loading in annular and elongate minibasins overlying the salt and locally by downslope gliding around pre‐existing stocks of the Hormuz Salt. At earlier stages, the Fars Salt flowed not only towards the pre‐existing Hormuz stocks but also away from them to initiate ring‐like salt walls and anticlines around some of the stocks. Subsequently, once primary welds developed around these stocks, the Fars Salt flowed outwards to source the peripheral salt walls. Our results reveal that evolving pre‐existing salt structures from an older source layer have triggered the flow of a younger salt layer and controlled the resulting salt structures. This interaction complicates the flow direction of the younger salt layer, the geometry and spatial distribution of its structures, as well as minibasin depocentre migration through time. Even though dealing with a unique case of two ‘autochthonous’ mobile salt layers, this work may also provide constraints on our understanding of the kinematics of salt flow and diapirism in other salt basins having significant ‘allochthonous’ salt that is coevally affected by deformation of the deeper autochthonous salt layer and related structures.  相似文献   
577.
A paleolimnological evaluation of cladoceran microfossils was initiated to study limnological changes in Lake Apopka, a large (125 km2), shallow (mean depth = 1.6 m), warm, polymictic lake in central Florida. The lake switched from macrophyte to algal dominance in the late 1940s, creating a Sediment Discontinuity Layer (SDL) that can be visually used to separate sediments derived from macrophytes and phytoplankton. Cladoceran microfossils were enumerated as a means of corroborating extant eutrophication data from the sediment record. Inferences about the timing and trajectory of eutrophication were made using the cladoceran-based paleo-reconstruction. The cladoceran community of Lake Apopka began to change abruptly in both total abundance and relative percent abundance just before the lake shifted from macrophyte to algal dominance. Alona affinis, a mud-vegetation associated cladoceran, disappeared before the SDL was formed. Planktonic and benthic species also began to increase below the SDL, indicating an increase in production of both planktonic and benthic species. Chydorus cf. sphaericus, an indicator of nutrient loading, increased relative to all other cladocerans beginning in the layer below the SDL and continuing upcore. Changes in the transitional sediment layer formed before the lake switched to phytoplankton dominance, including an increase in total phosphorus concentration, suggest a more gradual eutrophication process than previously reported. Data from this study supported conclusions from other paleolimnological studies that suggested anthropogenic phosphorus loading was the key factor in the hypereutrophication of Lake Apopka.  相似文献   
578.
爆炸荷载下土石坝动力响应特征的数值模拟   总被引:3,自引:0,他引:3  
土石坝在爆炸荷载下的力学响应是一个非常复杂的力学问题,相关研究甚少。在LS-DYNA软件框架内,以两河口土石坝为研究对象,把坝体材料简化为混凝土、心墙、反滤层与堆石体等4种,用500 kg TNT在坝顶接触爆炸时的瞬态荷载作为荷载源,针对不同材料建立适合于爆炸高加载率特征的本构模型,用数值方法分析了土石坝在潜在爆炸荷载下的破坏与损伤演化规律。结果表明,在爆炸荷载作用下,由于土石坝材料组成的多样性,应力波传播规律异常复杂,土石坝的力学响应呈现出显著的分区特征。  相似文献   
579.
珠江河口地区可持续发展评价研究   总被引:4,自引:0,他引:4  
张正栋 《地理科学》2005,25(1):29-35
未来发展对珠江河口区的资源环境承载能力和生态服务功能提出了前所未有的要求,在此认识基础上,构建了基于资源承载力的可持续发展评价指标体系,并进行了河口区发展水平、可持续性水平、可持续发展能力及其可持续发展状态变化的定量分析,得出:① 珠江河口区总体已进入经济资源驱动阶段;② 在自然子系统、经济子系统、社会子系统中,社会子系统滞后;③ 可持续发展能力处于中等可持续发展水平。  相似文献   
580.
为了解决碎软煤层本煤层钻孔施工困难,瓦斯抽采浓度低,抽采效果差,无法实现大面积区域预抽的问题,在现有煤矿井下定向钻进技术和水力压裂技术的基础上,结合前期研究成果,提出了顶板梳状长钻孔分段水力压裂技术,并在韩城矿区桑树坪二号井进行了现场试验。现场施工顶板梳状长钻孔主孔长度588 m,包含8个分支孔,钻孔总进尺1 188 m,主孔距煤层0~3.28 m,平面上覆盖约12.5 m。采用不动管柱分段水力压裂工艺,分4段进行水力压裂施工,累计注水2 012 m3,最大泵注压力8.74 MPa。压裂后最大影响半径大于30 m,且裂缝主要位于钻孔下方,向煤层延伸。压裂钻孔稳定抽采阶段瓦斯抽采纯量1.18 m3/min,抽采瓦斯体积分数平均43.54%。顶板梳状长钻孔分段水力压裂钻孔瓦斯抽采纯量是水力割缝钻孔的1.2倍,是本煤层顺层钻孔的4.0倍。试验结果表明,顶板梳状长钻孔分段水力压裂技术可有效避免本煤层常规钻孔施工过程中存在的塌孔、卡钻、喷孔等问题,实现了碎软低渗煤层大面积区域瓦斯预抽,为碎软低渗煤层区域瓦斯预抽提供了新思路和新方法。  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