全文获取类型
收费全文 | 15066篇 |
免费 | 3039篇 |
国内免费 | 4148篇 |
专业分类
测绘学 | 1863篇 |
大气科学 | 1656篇 |
地球物理 | 4696篇 |
地质学 | 9159篇 |
海洋学 | 2135篇 |
天文学 | 255篇 |
综合类 | 1142篇 |
自然地理 | 1347篇 |
出版年
2024年 | 74篇 |
2023年 | 265篇 |
2022年 | 453篇 |
2021年 | 611篇 |
2020年 | 650篇 |
2019年 | 823篇 |
2018年 | 648篇 |
2017年 | 757篇 |
2016年 | 788篇 |
2015年 | 883篇 |
2014年 | 1084篇 |
2013年 | 952篇 |
2012年 | 1059篇 |
2011年 | 1090篇 |
2010年 | 997篇 |
2009年 | 1030篇 |
2008年 | 968篇 |
2007年 | 1088篇 |
2006年 | 1039篇 |
2005年 | 873篇 |
2004年 | 839篇 |
2003年 | 693篇 |
2002年 | 554篇 |
2001年 | 483篇 |
2000年 | 477篇 |
1999年 | 444篇 |
1998年 | 430篇 |
1997年 | 372篇 |
1996年 | 315篇 |
1995年 | 270篇 |
1994年 | 276篇 |
1993年 | 200篇 |
1992年 | 193篇 |
1991年 | 124篇 |
1990年 | 109篇 |
1989年 | 131篇 |
1988年 | 77篇 |
1987年 | 54篇 |
1986年 | 25篇 |
1985年 | 15篇 |
1984年 | 4篇 |
1983年 | 3篇 |
1982年 | 5篇 |
1981年 | 5篇 |
1980年 | 5篇 |
1978年 | 1篇 |
1976年 | 3篇 |
1972年 | 1篇 |
1971年 | 1篇 |
1954年 | 12篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
31.
Wave-induced seabed instability, either momentary liquefaction or shear failure, is an important topic in ocean and coastal engineering. Many factors, such as seabed properties and wave parameters, affect the seabed instability. A non-dimensional parameter is proposed in this paper to evaluate the occurrence of momentary liquefaction. This parameter includes the properties of the soil and the wave. The determination of the wave-induced liquefaction depth is also suggested based on this non-dimensional parameter. As an example, a two-dimensional seabed with finite thickness is numerically treated with the EFGM meshless method developed early for wave-induced seabed responses. Parametric study is carried out to investigate the effect of wavelength, compressibility of pore fluid, permeability and stiffness of porous media, and variable stiffness with depth on the seabed response with three criteria for liquefaction. It is found that this non-dimensional parameter is a good index for identifying the momentary liquefaction qualitatively, and the criterion of liquefaction with seepage force can be used to predict the deepest liquefaction depth. 相似文献
32.
33.
A model for solving the two-dimensional enhanced Boussinesq equations is presented. The model equations are discretised in space using an unstructured finite element technique. The standard Galerkin method with mixed interpolation is applied. The time discretisation is performed using an explicit three-step Taylor–Galerkin method. The model is extended to the surf and swash zone by inclusion of wave breaking and a moving boundary at the shoreline. Breaking is treated by an existing surface roller model, but a new procedure for the detection of the roller thickness is devised. The model is verified using four test cases and the results are compared with experimental data and results from an existing finite difference Boussinesq model. 相似文献
34.
35.
36.
A continuous/discontinuous Galerkin framework for modeling coupled subsurface and surface water flow
Clint Dawson 《Computational Geosciences》2008,12(4):451-472
We consider conjunctive surface-subsurface flow modeling, where surface water flow is described by the shallow water equations
and ground water flow by Richards’ equation for the vadose zone. Coupling between the models is based on the continuity of
flux and water pressure. Numerical approximation of the coupled model using the framework of discontinuous Galerkin (DG) methods
is formulated. In the subsurface, the local discontinuous Galerkin (LDG) method is used to approximate ground water velocity
and hydraulic head; a DG method is also used to approximate surface water velocity and elevation. This approach allows for
a weak coupling of the models and the use of different approximating spaces and/or meshes within each regime. A simplified
LDG method based on continuous approximations to water head is also described. Numerical results that investigate physical
and numerical aspects of surface–subsurface flow modeling are presented.
This work was supported by National Science Foundation grant DMS-0411413. 相似文献
37.
测井电缆因长途颠簸、拉伸及绞车缠绕挤压,电缆连接器、电缆、绞车滑环、滑环连线等部位极易出现故障。电容测试法是一种简易、快速的检测方法,该法可在现场准确诊断出故障电缆的位置。以四芯铠装电缆为例,每根缆芯的正常阻值约为80Ω/1 000m,两缆芯间的分布电容约为170PPF/1 000m。在实际检测中,根据电容较小时测点的位置,可以有效判断故障部位;而电缆故障位置则可利用电阻及电容的线性关系进行计算予以确定。 相似文献
38.
TYSC-3Q与PSJ-2型数字测井仪是目前煤田测井中常用的二种测井仪器,在使用过程中难免发生诸如测井控制故障、声速探管故障、密度三侧向探管故障、井温、井液电阻率探管故障、电法面板故障、数字测井面板故障、电测井故障等常见故障类型。通过对各类故障因素进行剖析,指出了故障易发生的部位,并详细的介绍了检查的方法及故障的排除步骤。 相似文献
39.
The present paper deals with the specification of bed erosion flux that accounts for the effects of sediment-induced stratification in the water column. Owing to difficulties in measuring the bed shear stress b and the erosive shear strength s, we suggest a series of methods that combine laboratory and numerical experiments. A simplified turbulent transport model that includes these effects helps to quantify b and s. Focusing on soft stratified beds, the present study considers erosion rate formulas of the form =f exp {[Tb-Ts]} where is a model constant (=1 for Gularte's (1978) formula and =1/2 for Parchure's (1984) formula). First, the bed erosive strength profile s(Z) is adjusted by forcing the turbulent transport model with measured erosion rates. Second, three procedures are suggested to determine the erosion rate formula coefficients f and : a global procedure and two different layer-by-layer procedures. Each procedure is applied to an erosion experiment conducted in a rotating annular flume by Villaret and Paulic (1986). The use of the layer-by-layer procedure based on a least squares fitting technique provides a closer fit than the global procedure. The present study points out the complementarity of experimental and numerical approaches and also suggests possible improvements in laboratory test procedures. 相似文献
40.
根据随钻测录井实时地质导向和大斜度、水平井评价成图技术需求,针对传统绘图方法存在的弊端,提出了将测录井信息、井眼轨迹和地质模型进行二维分解的实时绘图方法。针对二维分解绘图方法绘图时空复杂度较高的问题,给出了不同事件驱动下的局部实时计算和拷屏重绘算法,控制了对CPU和内存的消耗、提高了绘图效率,消除了实时绘图的闪烁和卡顿现象。应用实例表明,二维分解实时绘图方法能够实现大尺度随钻测录井地质导向图形的流畅、无卡顿实时绘图,可提高大斜度、水平井储层模型评价的刻画精度和时效。 相似文献