全文获取类型
收费全文 | 2142篇 |
免费 | 536篇 |
国内免费 | 719篇 |
专业分类
测绘学 | 111篇 |
大气科学 | 7篇 |
地球物理 | 868篇 |
地质学 | 1826篇 |
海洋学 | 205篇 |
天文学 | 1篇 |
综合类 | 310篇 |
自然地理 | 69篇 |
出版年
2024年 | 5篇 |
2023年 | 23篇 |
2022年 | 55篇 |
2021年 | 66篇 |
2020年 | 108篇 |
2019年 | 116篇 |
2018年 | 121篇 |
2017年 | 108篇 |
2016年 | 144篇 |
2015年 | 136篇 |
2014年 | 162篇 |
2013年 | 173篇 |
2012年 | 176篇 |
2011年 | 154篇 |
2010年 | 169篇 |
2009年 | 157篇 |
2008年 | 154篇 |
2007年 | 159篇 |
2006年 | 154篇 |
2005年 | 144篇 |
2004年 | 124篇 |
2003年 | 111篇 |
2002年 | 90篇 |
2001年 | 84篇 |
2000年 | 97篇 |
1999年 | 54篇 |
1998年 | 54篇 |
1997年 | 55篇 |
1996年 | 45篇 |
1995年 | 39篇 |
1994年 | 25篇 |
1993年 | 32篇 |
1992年 | 30篇 |
1991年 | 25篇 |
1990年 | 15篇 |
1989年 | 5篇 |
1988年 | 8篇 |
1987年 | 2篇 |
1986年 | 3篇 |
1985年 | 3篇 |
1984年 | 3篇 |
1979年 | 4篇 |
1978年 | 1篇 |
1977年 | 3篇 |
1954年 | 1篇 |
排序方式: 共有3397条查询结果,搜索用时 484 毫秒
471.
无纺土工织物作为一种反滤材料,在工程中常受土体作用产生平面双轴拉应变,导致织物孔径变化。基于无纺织物空间网络孔径模型,改进Rawal公式中织物孔径结构总层数的算法,并提出等双轴拉伸下织物孔径分布曲线的解析解。利用自主研发的双轴拉伸仪,将两种针刺无纺织物等双轴拉伸至应变为3%、5%、10%,采用应变控制下的干筛法,进行织物孔径分布曲线测试。将解析解与试验结果进行对比分析,解析解孔径值偏大,所得解析曲线与测试曲线对于较薄织物吻合更好。研究结果表明,随着双轴拉应变的增加,无纺织物孔径增大,其特征孔径O95、O50、O30都近似与拉伸应变呈线性变化关系。 相似文献
472.
本文对2011年1月至2014年4月间全球发生的80次MS≥7.0级地震前,二张营台和天堂河台Sacks体应变临震异常现象进行了研究,针对复杂震例提出了异常识别的前提条件。统计结果显示,体应变观测对震中距为8000km范围内的MS≥7.0级地震映震和前兆异常反映较好。同时,对异常现象进行了分类和描述,划分了三种异常类型:即固体潮畸变型、突变型和慢地震型,并对各种类型作了统计分析,进行了力学性质初步探讨。从研究结果来看,体应变异常信息对未来全球强震的发生具有一定的预示意义。 相似文献
473.
提出了建立管网信息普查及信息录入系统,以及完善管网信息关系数据库、综合管网图制作、管网信息空间数据库、三维管网部件模型库等各项工作,通过调用不同数据库的空间信息与属性信息,实现了三维管网模型的快速构建。采用MD5建立了管网模型与属性信息自动关联技术,叠加了原有的地表建(构)筑物模型,引入了统一的时空基准,开发了地上下建(构)筑物管理平台,具有三维模式下现有二维地图无法实现的空间分析等功能,实现了各类三维数据的综合可视化和融合分析,可为城市地下管网管理提供更直观的辅助决策支持。 相似文献
474.
Conventional diamond exploration seldom searches directly for diamonds in rock and soil samples. Instead, it focuses on the search for indicator minerals like chrome spinel, which can be used to evaluate diamond potential. Chrome spinels are preserved as pristine minerals in the early Paleozoic (∼465 Ma), hydrothermally altered, Group I No. 30 pipe kimberlite that intruded the Neoproterozoic Qingbaikou strata in Wafangdian, North China Craton (NCC). The characteristics of the chrome spinels were investigated by petrographic observation (BSE imaging), quantitative chemical analysis (EPMA), and Raman spectral analysis. The results show that the chrome spinels are mostly sub-rounded with extremely few grains being subhedral, and these spinels are macrocrystic, more than 500 µm in size. The chrome spinels also have compositional zones: the cores are classified as magnesiochromite as they have distinctly chromium-rich (Cr2O3 up to 66.56 wt%) and titanium-poor (TiO2 < 1 wt%) compositions; and the rims are classified as magnetite as they have chromium-poor and iron-rich composition. In the cores of chrome spinels, compositional variations are controlled by Al3+-Cr3+ isomorphism, which results in a strong Raman spectra peak (A1g mode) varying from 690 cm−1 to 702.9 cm−1. In the rims of chrome spinel, compositional variations result in the A1g peak varying from 660 cm−1 to 672 cm−1. The morphology and chemical compositions indicate that the chrome spinels are mantle xenocrysts. The cores of the spinel are remnants of primary mantle xenocrysts that have been resorbed, and the rims were formed during kimberlite magmatism. The compositions of the cores are used to evaluate the diamond potential of this kimberlite through comparison with the compositions of chrome spinels from the Changmazhuang and No. 50 pipe kimberlites in the NCC. In MgO, Al2O3 and TiO2 versus Cr2O3 plots, the chrome spinels from the Changmazhuang and No. 50 pipe kimberlites are mostly located in the diamond stability field. However, only a small proportion of chrome spinels from No. 30 pipe kimberlite have same behavior, which indicates that the diamond potential of the former two kimberlites is greater than that of the No. 30 pipe kimberlite. This is also supported by compositional zones in the spinel grains: there is with an increase in Fe3+ in the rims, which suggests that the chrome spinels experienced highly oxidizing conditions. Oxidizing conditions may have been imparted by fluids/melts that have a great influence on diamond destruction. Here, we suggest that chrome spinel compositions can be a useful tool for identifying the target for diamond potential in the North China Craton. 相似文献
475.
The coupled numerical manifold method (NMM) and discontinuous deformation analysis (DDA) are enhanced to simulate deformations of continuous soil and discontinuous masonry structures. An elasto-plastic NMM-DDA is formulated that incorporates elasto-plastic constitutive laws into incremental forms of the equation of motion. A node-based uniform strain element is applied to avoid volumetric locking, which often occurs in conventional NMM-DDA. The proposed method is applied to three fundamental boundary value problems: a beam bending problem, a bearing capacity problem of a footing, and a bearing capacity problem of a masonry structure. The method is verified through comparisons with conventional solutions. 相似文献
476.
This paper deals with numerical modeling of the compressive behavior of granite rock under high strain rate dynamic loading and wide range of confining pressure. For this end, a constitutive model based on damage mechanics and viscoplasticity for rock is formulated and implemented in explicit dynamics FEM. The viscoplastic part is based on a simple power law type yield criterion that incorporates the rate-dependency with a linear viscosity term. Moreover, a Rankine type of tensile cut-off is employed. The damage part of the model is formulated with separate scalar damage variables in tension and compression. The model is calibrated for Kuru granite and validated with the experimental data from dynamic compression tests at the strain rate of 600 1/s up to 225 MPa of confining pressure. The numerical simulations demonstrate that, despite the underlying continuum modeling approach, the model captures the correct experimental failure modes, including the transition from single-to-multiple fragmentation, as well as the dynamic compressive strengths at different confining pressures. 相似文献
477.
A simple semi-hyperbolic state-dependent constitutive model for sand-structure interfaces is proposed. The model formulation is consistent with critical state soil mechanics since void ratio evolves continuously with shear strain from initial state towards asymptotic critical state at extremely large shear strains. The model takes into account influence of normal stiffness on volume change and stress path. The proposed interface model is implemented in a pile segment analysis scheme for simulation of shaft resistance mobilization in non-displacement piles. Results reveal that the proposed pile segment analysis can well predict shaft resistance of model piles embedded in different sands. 相似文献
478.
479.
绳索取心复合钻柱在岩心钻探“满眼钻进”过程中,钻杆易出现不同程度的划痕、压痕及磨痕等情况。本文利用非线性有限元方法,采用三维管单元对绳索取心复合钻柱拉压两处截面的涡动轨迹、涡动速度、横向振动、纵向振动规律进行了分析。结果表明:转速的增加和钻压的增大会显著增加钻柱与井壁的碰撞次数;在相同钻压条件下,随着钻柱回转速度的增大,钻柱与井壁的碰撞机率增加、接触轨迹增长,致使钻柱与孔壁的滑动摩擦机会增多;钻柱的涡动速度均值将随钻压和转速的增加而增大,转速大于钻压的影响;转速的增加则会加大钻柱的横向振荡频率,钻压的增大会增加钻柱横截面的纵向振荡幅值。 相似文献
480.