全文获取类型
收费全文 | 2819篇 |
免费 | 730篇 |
国内免费 | 871篇 |
专业分类
测绘学 | 696篇 |
大气科学 | 549篇 |
地球物理 | 703篇 |
地质学 | 1826篇 |
海洋学 | 209篇 |
天文学 | 36篇 |
综合类 | 211篇 |
自然地理 | 190篇 |
出版年
2024年 | 21篇 |
2023年 | 56篇 |
2022年 | 107篇 |
2021年 | 134篇 |
2020年 | 133篇 |
2019年 | 160篇 |
2018年 | 138篇 |
2017年 | 159篇 |
2016年 | 170篇 |
2015年 | 209篇 |
2014年 | 234篇 |
2013年 | 216篇 |
2012年 | 235篇 |
2011年 | 223篇 |
2010年 | 217篇 |
2009年 | 217篇 |
2008年 | 191篇 |
2007年 | 203篇 |
2006年 | 210篇 |
2005年 | 156篇 |
2004年 | 135篇 |
2003年 | 92篇 |
2002年 | 100篇 |
2001年 | 84篇 |
2000年 | 88篇 |
1999年 | 66篇 |
1998年 | 56篇 |
1997年 | 64篇 |
1996年 | 57篇 |
1995年 | 39篇 |
1994年 | 57篇 |
1993年 | 39篇 |
1992年 | 44篇 |
1991年 | 22篇 |
1990年 | 20篇 |
1989年 | 16篇 |
1988年 | 12篇 |
1987年 | 17篇 |
1986年 | 7篇 |
1985年 | 2篇 |
1984年 | 3篇 |
1983年 | 1篇 |
1981年 | 1篇 |
1979年 | 3篇 |
1978年 | 1篇 |
1977年 | 4篇 |
1976年 | 1篇 |
排序方式: 共有4420条查询结果,搜索用时 15 毫秒
1.
Experimental results are presented from the extensive program of drained plane strain compression tests on sand carried out in Grenoble over the last two decades. Systematic analysis of photographs of the deforming specimen allowed for measuring deformations and determining strain fields throughout the test, that is: prior to, at, and after the onset of strain localization. The principles, details and accuracy of the procedure are described, as well as its suitability to properly depict the patterns of deformation. Findings concerning the occurrence and progression of strain localization are discussed. The issues of shear band orientation and thickness are addressed, as well as temporary and persistent complex localization patterns, and the volumetric behaviour inside a band after its formation. The influence of such variables as initial state of the sand (effective stress and relative density), specimen size and slenderness, as well as grain size, is discussed. Copyright © 2004 John Wiley & Sons, Ltd 相似文献
2.
3.
在灰岩地区钻探施工过程中,常见孔壁坍塌、掉块现象,尤其在含泥晶灰岩地层分布区钻进过程中,这种现象尤为突出,轻则影响钻探施工效率,重则造成钻探孔内事故。针对孔内坍塌、掉块现象的征兆及特点,提出了相对应的处理办法。 相似文献
4.
Monitoring of Over Cutting Area and Lubrication Distribution in a Large Slurry Pipe Jacking Operation 总被引:1,自引:0,他引:1
Saeid Khazaei Hideki Shimada Takashi Kawai Junichi Yotsumoto Kikuo Matsui 《Geotechnical and Geological Engineering》2006,24(3):735-755
Slurry pipe jacking was firmly established as a special method for the non-disruptive construction of the underground pipelines
of sewage systems. Pipe jacking, in its traditional form, has occasionally been used for short railways, roads, rivers, and
other projects. Basically the system involves the pushing or thrusting of concrete pipes into the ground by a number of jacks.
In slurry pipe jacking, during the pushing process, mud slurry and lubricant are injected into the face and the over cutting
area that is between the concrete pipes and the surrounding soil. Next, the slurry fills voids and the soil stabilizes due
to the created slurry cake around the pipes. Fillings also reduce the jacking force or thrust during operation. When the drivage
and pushing processes are finished, a mortar injection into the over cutting area is carried out in order to maintain permanent
stability of the surrounding soil and the over cutting area. Successful lubrication around the pipes is extremely important
in a large diameter slurry pipe jacking operation.
Control of lubrication and gaps between pipes and soil can prevent hazards such as surface settlement and increases in thrust.
Also, to find voids around the pipes after the jacking process, in order to inject mortar for permanent stabilizing, an investigation
around the pipes is necessary. To meet these aims, this paper is concerned with the utilization of known methods such as the
GPR (Ground Penetrating Radar) system and borehole camera to maintain control of the over cutting area and lubricant distribution
around the pipes during a site investigation. From this point of view, experiments were carried out during a tunnel construction
using one of the largest cases of slurry pipe jacking in Fujisawa city, Japan. The advantages and disadvantages of each system
were clarified during the tests. 相似文献
5.
充电激发极化法在金属矿上的应用 总被引:1,自引:0,他引:1
充电激发极化法是矿山物探的一种主要方法,其兼有充电法与激发极化法的特点,可利用已有的工程,最大限度地了解地下三度空间地球物理场的分布情况,解决地质问题。概述了其理论基础和方法技术,并列举了该方法在多个金属矿上的应用实例。 相似文献
6.
考虑用GMRES方法求解多右端非对称位移方程组(A-σjI)x^(j)=b^(j),1≤j≤p。基于Smith的求解多右端方程组的种子投影思想,提出了求解上述位移方程组的GMRES种子投影方法,利用种子方程组产生的Krylov子空间来求近似解。本文给出了近似解的误差界,最后数值结果显示了该方法的有效性。 相似文献
7.
非开挖导向钻进实际轨迹的控制设计 总被引:4,自引:0,他引:4
非开挖导向钻进技术,具有施工速度快、适用范围广等优点,得到了广泛的应用。在实际钻进中,由于钻进在地下的不确定性,影响了导向钻进的顺利进行。到得钻进中当前点的顶角、方位角和孔深,通过均角全距法原理,可以近似地描绘出当前钻孔的空间实际轨迹,并确定钻头的位置。应用这一原理,同时运用VisualBasic语言和AutoCAD绘图工具相结合的方法,编制一套应用程序,可以直接绘制出当前钻孔轨迹,并可实现对钻孔轨迹的调控,从而保证导向钻进的顺利进行。 相似文献
8.
高斯平面坐标换算到测区平均高程面上的方法 总被引:5,自引:2,他引:5
依据高斯投影原理,提出了一种在高斯平面与任决高程平面间进行坐标转换的方法,并设计了相应的计算软件。 相似文献
9.
M. C. Kim 《Journal of Geodesy》1997,71(12):749-767
The fundamental geometry of satellite ground tracks and their crossover problem are investigated. For idealized nominal ground
tracks, the geometry is governed by a few constant parameters whose variations lead to qualitative changes in the crossover
solutions. On the basis that the theory to locate crossovers has not been studied in sufficient detail, such changes are described
in regard to the number of crossover solutions in conjunction with their bifurcations. Employing the spinor algebra as a tool
for establishing the ground-track crossing condition, numerical methodologies to locate crossovers appearing in general dual-satellite
ground-track configurations are also presented. The methodologies are applied to precisely determined orbital ephemerides
of the GEOSAT, ERS-1, and TOPEX/POSEIDON altimeter satellites.
Received: 19 November 1996 / Accepted: 12 May 1997 相似文献
10.
Geometric form of Haiyuan fault zone in the crustal interior and dynamics implications 总被引:1,自引:0,他引:1
The deep seismic reflection data on profile HY2 are reprocessed by the method of simultaneous inversion of velocity distribution
and interface position. By the travel-time inversion with the data of the diving wave Pg and fault plane reflection wave,
we determine the geometric form and velocity of Haiyuan fault zone interior and surrounding rock down to 10 km depth. The
measured data show that the amplitudes have strong attenuation in the range of stake number 37–39 km, suggesting the fault
zone has considerable width in the crustal interior. The results of this paper indicate that to the north of the fault zone
the crystalline basement interface upheaves gradually from southwest to northeast and becomes shallow gradually towards northeast,
and that to the south of the fault zone, within the basin between Xihua and Nanhua mountains, the folded basement becomes
shallow gradually towards southwest. The obliquity of the fault zone is about 70° above the 3 km depth, about 60° in the range
of the 3–10 km depths. From the results of this paper and other various citations, we believe that Haiyuan fault zone is in
steep state from the Earth’s surface to the depth of 10 km.
Foundation item: Joint Seismological Science Foundation of China (201001) and State Key Basic Research Development and Programming Project
(95-13-02-02).
Contribution No. RCEG200308, Exploration Geophysical Center, China Earthquake Administration. 相似文献