全文获取类型
收费全文 | 29028篇 |
免费 | 1118篇 |
国内免费 | 2061篇 |
专业分类
测绘学 | 1808篇 |
大气科学 | 2716篇 |
地球物理 | 5548篇 |
地质学 | 14178篇 |
海洋学 | 1585篇 |
天文学 | 1940篇 |
综合类 | 2532篇 |
自然地理 | 1900篇 |
出版年
2024年 | 25篇 |
2023年 | 81篇 |
2022年 | 225篇 |
2021年 | 272篇 |
2020年 | 226篇 |
2019年 | 295篇 |
2018年 | 4975篇 |
2017年 | 4259篇 |
2016年 | 2812篇 |
2015年 | 497篇 |
2014年 | 350篇 |
2013年 | 326篇 |
2012年 | 1246篇 |
2011年 | 2998篇 |
2010年 | 2284篇 |
2009年 | 2576篇 |
2008年 | 2178篇 |
2007年 | 2624篇 |
2006年 | 233篇 |
2005年 | 399篇 |
2004年 | 577篇 |
2003年 | 572篇 |
2002年 | 438篇 |
2001年 | 264篇 |
2000年 | 215篇 |
1999年 | 188篇 |
1998年 | 155篇 |
1997年 | 152篇 |
1996年 | 110篇 |
1995年 | 102篇 |
1994年 | 74篇 |
1993年 | 71篇 |
1992年 | 79篇 |
1991年 | 38篇 |
1990年 | 43篇 |
1989年 | 35篇 |
1988年 | 39篇 |
1987年 | 15篇 |
1986年 | 19篇 |
1985年 | 14篇 |
1984年 | 13篇 |
1983年 | 5篇 |
1982年 | 7篇 |
1981年 | 28篇 |
1980年 | 24篇 |
1979年 | 4篇 |
1978年 | 8篇 |
1977年 | 7篇 |
1976年 | 11篇 |
1958年 | 9篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
161.
K. Vinod kumar R. C. Lakhera Tapas R. Martha R. S. Chatterjee A. Bhattacharya 《Environmental Geology》2008,55(4):789-799
Mass movements such as landslides in mountainous terrains are natural degradation processes and one of the most important
landscape-building factors. Varunawat Parbat overlooking Uttarkashi town witnessed a series of landslides on 23 September
2003 and the debris slides and rock falls continued for 2 weeks. This landslide complex was triggered due to the incessant
rainfall prior to the event, and its occurrence led to the blockage of the pilgrim route to Gangotri (source of the Ganges
river) and evacuation of thousands of people to safer places. Though there was no loss of lives due to timely evacuation,
heavy losses to the property were reported. High-resolution stereoscopic earth observation data were acquired after the incidence
to study the landslide in detail with emphasis on the cause of the landslide and mode of failure. Areas along the road and
below the Varunawat foothill region are mapped for landslide risk. It was found that the foothill region of the Varunawat
Parbat was highly disturbed by man-made activities and houses are dangerously located below steep slopes. The potential zones
for landslides along with the existing active and old landslides are mapped. These areas are critical and their treatment
with priority is required in order to minimise further landslide occurrences. 相似文献
162.
There could be some discontinuities in a soil media such as layers, earth structures, cracks, and fissures so that estimation
of stresses and deformations in these types of soil masses are somewhat different from continuous masses. The discontinuities
in a soil mass could be considered as a special link between two blocks. Transmitted swelling pressures affected by the soil
properties of the backfill especially at the interface between the backfill and retaining wall. In order to estimate the transmitted
swelling pressure distribution behind a retaining wall, using with interface element, a new finite element model and a code
(SWELPRES) have been developed. To evaluate the effect of backfill characteristics and interface element from the transmitted
lateral swelling pressures, four cases of thickness of backfills with or without interface elements are investigated. 相似文献
163.
Eduardo E. Alonso Sarah M. Springman Charles W. W. Ng 《Geotechnical and Geological Engineering》2008,26(6):817-826
Two large-scale “in situ” demonstration experiments and their instrumentation are described. The first test (FEBEX Experiment)
involves the hydration of a compacted bentonite barrier under the combined effect of an inner source of heat and an outer
water flow from the confining saturated granite rock. In the second case, the progressive de-saturation of Opalinus clay induced
by maintained ventilation of an unlined tunnel is analyzed. The paper shows the performance of different sensors (capacitive
cells, psychrometers, TDR’s) and a comparison of fill behaviour with modelling results. The long term performance of some
instruments could also be evaluated specially in the case of FEBEX test. Capacitive sensors provide relative humidity data
during long transient periods characterised by very large variations of suction within the bentonite. 相似文献
164.
新立矿区主要可采矿体分布于海底岩体中,查明矿区工程岩体的渗透特征对保障海底采矿安全具有十分重要的意义。在综合分析新立矿区水文地质工程地质特征的基础上,以现场调查的岩体结构面几何数据为基础,开发了渗透系数张量计算程序,计算了岩体综合渗透系数,根据前期的压水试验结果修正了计算结果,修正后的结果表明矿区-105,-135水平工程岩体整体上呈弱透水性,局部呈微透水性,-165水平岩体整体上呈微-弱透水性;岩体渗透性随深度的增加而降低。 相似文献
165.
166.
黄海鲱鱼的人工孵化及胚胎发育的初步观察 总被引:1,自引:0,他引:1
对鲱科鱼类个体发育及早期形态特征的研究,国外早已进行过,尤以苏联和日本的资料最多。 相似文献
167.
实用测的海上和层平均风剖面数据和温度剖面数据,通过数据回归和迭代方法计算出了在不同大气稳定情况下的海面阻力系数。得到了与前人理论计算一致的结论:海面阻力系数随海面大气稳定度的增加而减小,另外,我们还发现:在海面风速小于13m/s时,不能认为气温剖面外推到海面的值与海面水温的是一致的。这样若用海气温差作为衡量海面上方大气的稳定程度,难于得到上面给出了理结论。这一点同前人的理论计算结果是不相同的。 相似文献
168.
169.
An offshore vessel with a dynamic positioning system (DP system) needs fast response to produce thrust to counteract the environmental forces acting on it for the purpose of maintaining its position and heading as close as possible to the working position. Therefore, quick and effective modulation of the thrust is the problem to determine the thrust and the rotation angle of the thruster devices of the ship. This paper presents an effective optimum control for a thruster system, using the sequential quadratic method to achieve economical and effective modulation of the thrust and the direction of the thruster. An optimum control study of a 2280 tons DP coring vessel with five rotary azimuth thruster marine positioning is studied in detail, which can quickly and exactly estimate the thrusts and angles of direction of all the thrusters. The results can provide a valuable thruster system for a dynamically positioned vessel. 相似文献
170.
A new set of equations of motion for wave propagation in water with varying depth is derived in this study. The equations expressed by the velocity potentials and the wave surface elevations include first-order non-linearity of waves and have the same dispersion characteristic to the extended Boussinesq equations. Compared to the extended Boussinesq equations, the equations have only two unknown scalars and do not contain spatial derivatives with an order higher than 2. The wave equations are solved by a finite element method. Fourth-order predictor–corrector method is applied in the time integration and a damping layer is applied at the open boundary for absorbing the outgoing waves. The model is applied to several examples of wave propagation in variable water depth. The computational results are compared with experimental data and other numerical results available in literature. The comparison demonstrates that the new form of the equations is capable of calculating wave transformation from relative deep water to shallow water. 相似文献