全文获取类型
收费全文 | 3267篇 |
免费 | 844篇 |
国内免费 | 1096篇 |
专业分类
测绘学 | 214篇 |
大气科学 | 272篇 |
地球物理 | 948篇 |
地质学 | 2807篇 |
海洋学 | 379篇 |
天文学 | 32篇 |
综合类 | 156篇 |
自然地理 | 399篇 |
出版年
2024年 | 14篇 |
2023年 | 50篇 |
2022年 | 111篇 |
2021年 | 144篇 |
2020年 | 153篇 |
2019年 | 166篇 |
2018年 | 164篇 |
2017年 | 145篇 |
2016年 | 191篇 |
2015年 | 176篇 |
2014年 | 227篇 |
2013年 | 233篇 |
2012年 | 234篇 |
2011年 | 279篇 |
2010年 | 254篇 |
2009年 | 293篇 |
2008年 | 229篇 |
2007年 | 258篇 |
2006年 | 284篇 |
2005年 | 232篇 |
2004年 | 193篇 |
2003年 | 213篇 |
2002年 | 141篇 |
2001年 | 124篇 |
2000年 | 101篇 |
1999年 | 119篇 |
1998年 | 72篇 |
1997年 | 53篇 |
1996年 | 56篇 |
1995年 | 53篇 |
1994年 | 38篇 |
1993年 | 24篇 |
1992年 | 30篇 |
1991年 | 9篇 |
1990年 | 19篇 |
1989年 | 11篇 |
1988年 | 7篇 |
1987年 | 9篇 |
1986年 | 5篇 |
1985年 | 8篇 |
1984年 | 7篇 |
1983年 | 15篇 |
1982年 | 8篇 |
1981年 | 10篇 |
1980年 | 16篇 |
1979年 | 8篇 |
1977年 | 4篇 |
1976年 | 4篇 |
1975年 | 3篇 |
1974年 | 4篇 |
排序方式: 共有5207条查询结果,搜索用时 8 毫秒
251.
跨断裂水准剖面观测在地震监测中的应用 总被引:3,自引:0,他引:3
由于活动地块的相对运动和变形,其边界带往往构造活动强烈,是反映地壳运动的敏感部位。基于上述思路,昆仑山口西8.1级大震发生后,通过大范围监测布设在青藏块体北部地区及周边主要构造带上的水准剖面,在短期内快速获取了大范围的断裂活动信息和不同断裂带对大区域构造应力场变化的响应特征。实践证明,这种监测方式灵活、作业周期短、资料处理快,能及时对震情趋势做出估计,不失为当前区域形变监测工作的一种新的探索。 相似文献
252.
采用非线性有限元方法,并借助正交试验原理,以支护最大水平位移为衡量目标,对复合土钉墙设计中的关键技术———土钉设置型式,包括倾角、间距、长度分布规律进行了合理性方面的研究。研究表明:将最长的土钉放于基坑中下部、保持较小的土钉间距和增大基坑中下部土钉倾角是复合土钉支护中土钉设置的最佳型式;在影响基坑变形敏感性程度上,土钉长度分布规律、间距、倾角依次降低。 相似文献
253.
Peter Malik 《Environmental Geology》2007,51(5):707-711
Hydrograph analyses of groundwater depletion process in the spring were used for estimation of karstification degree and groundwater
sensitivity to pollution in the whole catchment area. Differences of individual depletion hydrographs enable assessment of
the anticipated extent of absorption, attenuation and self-purification processes during the groundwater penetration through
the rock environment between its infiltration and its outflow in the spring. The method was applied in the SW part of the
Velka Fatra Mountains (Slovakia) “Tlsta” hydrogeological structure. In total, 209 individual recession curves from 20 gauged
springs were analyzed. Depending on characteristic groundwater depletion hydrographs with independent sub-regimes, categories
of groundwater sensitivity to pollution were defined. Finally, resulting sensitivities to pollution were linked to lithostratigraphical
units in the area. 相似文献
254.
Seismic Passive Earth Pressure Behind Non-vertical Retaining Wall Using Pseudo-dynamic Analysis 总被引:3,自引:0,他引:3
Priyanka Ghosh 《Geotechnical and Geological Engineering》2007,25(6):693-703
This paper shows a detailed study on the seismic passive earth pressure behind a non-vertical cantilever retaining wall using
pseudo-dynamic analysis. A planar failure surface has been considered behind the retaining wall. The effects of soil friction
angle, wall inclination, wall friction angle, horizontal and vertical earthquake acceleration on the passive earth pressure
have been explored. Unlike the Mononobe–Okabe method, which incorporates pseudo-static analysis, the present analysis predicts
a nonlinear variation of passive earth pressure along the wall. The results have been thoroughly compared with the existing
values in the literature. 相似文献
255.
Seismic rotational displacement of gravity walls by pseudo-dynamic method: Passive case 总被引:8,自引:0,他引:8
Prediction of the seismic rotational displacements of retaining wall under passive condition is an important aspect of design in earthquake prone region. In this paper, the pseudo-dynamic method is used to compute the rotational displacements of rigid retaining wall supporting cohesionless backfill under seismic loading for the passive earth pressure condition. The proposed method considers time, phase difference and effect of amplification in shear and primary waves propagating through both the backfill and the retaining wall. The influence of ground motion characteristics on rotational displacement of the wall is evaluated. Also the effects of variation of parameters like wall friction angle, soil friction angle, amplification factor, shear wave velocity, primary wave velocity, period of lateral shaking, horizontal and vertical seismic accelerations on the rotational displacements are studied. The rotational displacement of the wall increases substantially with increase in amplification of both shear and primary waves, time of input motion, period of lateral shaking and decreases with increase in soil friction angle, wall friction angle. The rotational displacements of the wall also increase when the effect of wall inertia is taken into account. Results are provided in graphical form. 相似文献
256.
The purpose of this study is to quantify the dispersivity in the longitudinal direction by upscaling pore scale mixing over a network domain and to verify the dispersivity with that obtained through the more rigorous upscaling technique, the Brownian particle tracking model (BPTM). We model a porous medium with a network of pore-units that are comprised of pore bodies and bonds of finite volume. Such a pore-unit is assumed to be a mixing cell with the steady state flow condition for a single fluid. Dispersivity can be obtained by solving the mixing cell model (MCM) for the concentration in each pore-unit and by averaging the concentrations for a large number of pore units (as a function of time and space). A minimal size of network that ascertains an asymptotic value of dispersivity was determined and verified with large size pore networks. This numerically computed dispersivity is compared with the results from the BPTM for the same porous medium and flow conditions. We show that the dispersivity obtained from the MCM is equally reliable for the heterogeneous pore-networks and can be estimated as a function of pore size heterogeneity. For homogeneous networks with the MCM, the iteration time step plays an important role. On the other hand, for networks with the BPTM, the assumption of intra-bond velocity profile affects the results. 相似文献
257.
Prediction of surface horizontal displacements, and gravity and tilt changes caused by filling the Three Gorges Reservoir 总被引:11,自引:0,他引:11
Horizontal displacements, and gravity and tilt changes induced by filling the Three Gorges Reservoir are modeled using elastic
loading Green functions. When the water surface reaches its highest level, the effects become maximum on the reservoir banks.
The longitudinal and latitudinal components of the horizontal displacements reach −8.2 and 7.7 mm respectively, gravity is
increased by up to 3.4 mGal, and the prime vertical and meridian components of the tilt changes are −7.8 and −17.5 arcseconds
respectively. Accordingly, the filling of the reservoir will influence values observed from global positioning system (GPS),
gravimetry and tilt measurements in the area. The results given can be used to provide important corrections for extracting
earthquake-related signals from observed data.
Received: 19 January 2001 / Accepted: 3 September 2001 相似文献
258.
隧道开挖过程中的渗透变形问题分析——结合南京地区工程实例 总被引:1,自引:0,他引:1
本文从水文地质条件、土体结构和力学性质等方面分析了南京地区土层中隧道开挖所引起的渗透变形问题。经研究认为可通过控制所构筑地下防渗墙深度、厚度及质量来防止渗透变形。实践证明该方法是有效的。 相似文献
259.
广东花都市新世纪大厦是一座29层的四星级宾馆,其场地素填土、第四系冲积层分散、基岩溶沟、溶槽发育,第四系孔隙水与基岩岩溶裂隙水通过导水天窗发生水力联系。大厦地基处理工程是项大型的复杂岩土工程,采用高压(30-38MPa)旋 喷双液分喷法处理后,对施工的2653根桩进行了雷达扫描,检测结果桩身质量良好,桩体分布均匀;抽样291根桩的小应变检测亦表明,桩身完整,桩体密度、单桩与桩土复合地基的允许承载力均达到或超过设计要求;35个点的19次沉降观测,大厦基础9个月累计沉降0.965-0.892mm,符合规范要求;设计方和建设方对大厦地基加固工程给予了较高的评价。 相似文献
260.
钢筋混凝土带暗支撑双功能剪力墙的力学计算模型 总被引:3,自引:0,他引:3
提出了钢筋混凝土带暗支撑双功能剪力墙结构。在试验研究基础上,建立了该体系的力学计算模型,计算结果与实测结果符合较好。 相似文献