全文获取类型
收费全文 | 3780篇 |
免费 | 976篇 |
国内免费 | 1568篇 |
专业分类
测绘学 | 113篇 |
大气科学 | 566篇 |
地球物理 | 1738篇 |
地质学 | 2844篇 |
海洋学 | 530篇 |
天文学 | 18篇 |
综合类 | 237篇 |
自然地理 | 278篇 |
出版年
2024年 | 21篇 |
2023年 | 76篇 |
2022年 | 162篇 |
2021年 | 165篇 |
2020年 | 237篇 |
2019年 | 285篇 |
2018年 | 228篇 |
2017年 | 176篇 |
2016年 | 236篇 |
2015年 | 218篇 |
2014年 | 289篇 |
2013年 | 357篇 |
2012年 | 302篇 |
2011年 | 290篇 |
2010年 | 271篇 |
2009年 | 279篇 |
2008年 | 257篇 |
2007年 | 315篇 |
2006年 | 308篇 |
2005年 | 232篇 |
2004年 | 203篇 |
2003年 | 182篇 |
2002年 | 139篇 |
2001年 | 129篇 |
2000年 | 146篇 |
1999年 | 116篇 |
1998年 | 91篇 |
1997年 | 103篇 |
1996年 | 105篇 |
1995年 | 85篇 |
1994年 | 70篇 |
1993年 | 63篇 |
1992年 | 40篇 |
1991年 | 31篇 |
1990年 | 32篇 |
1989年 | 25篇 |
1988年 | 18篇 |
1987年 | 12篇 |
1986年 | 9篇 |
1985年 | 3篇 |
1984年 | 9篇 |
1983年 | 1篇 |
1982年 | 1篇 |
1981年 | 1篇 |
1979年 | 2篇 |
1977年 | 2篇 |
1974年 | 1篇 |
1954年 | 1篇 |
排序方式: 共有6324条查询结果,搜索用时 218 毫秒
101.
土的剪切模量是土工计算重要参数之一,通常是用弹性模量与们松比间接求得。本文结合扭转翼板仪的工作原理及其边界条件,推出用扭转力矩M和扭转剪切角θ直接求取剪切模量的计算公式。 相似文献
102.
在1∶5万黄材幅区调中,对脆韧性剪切构造岩进行的岩石化学、微量元素、稀土元素研究表明,由中细粒含斑二云母二长花岗岩改造为糜棱岩化花岗岩、初糜棱岩、绢云母糜棱岩、硅化糜棱岩、千糜岩、糜棱片岩等,其化学成分发生了不同程度的改变。化学元素的分散、聚集或不变,既受原岩控制(继承性),又受变形强度和流体的成分、性质、活动性等控制(变化性)。 相似文献
103.
New40Ar/39Ar plateau ages from rocks of Changle-Nanao ductile shear zone are 107.9 Ma(Mus), 108.2 Ma(Bi), 107.1 Ma(Bi), 109.2 Ma(Hb)
and 117.9 Ma(Bi) respectively, which are concordant with their isochron ages and record the formation age of the ductile shear
zone. The similarity and apparent overlap of the cooling ages with respective closure temperatures of 5 minerals document
initial rapid uplift during 107–118 Ma following the collision between the Min-Tai microcontinent and the Min-Zhe Mesozoic
volcanic arc. The40Ar/39 Ar plateau ages, K-Ar date of K-feldspar and other geochronologic information suggest that the exhumation rate of the ductile
shear zone is about 0.18–1.12 mm/a in the range of 107–70 Ma, which is mainly influenced by tectonic extension. 相似文献
104.
在计算覆盖整个黄晔裂谷200口人工井(包括少部分探井)沉降量的基础上,总结本区二种基本沉降曲线模式。统计出热沉降(St)与初始沉降(Si)之比为0.6,依此为约束条件与大陆岩石圈伸展的地球动力学正演模式进行对比,与简单剪切模式预测的热沉降与初始沉降之比值及几何效应更接近。进一步证实黄骅裂谷以简单剪切机制形成的地球动力学模式更合理,这与著名的以纯剪模式形成的北海伸展盆地不同 相似文献
105.
熔体及其活动在造山带的演化中发挥了重要作用。熔体活动发迹了地壳应力作用方式而诱发形成剪切带或断层;熔体活动调整块体间的位移而影响造山带的变形; 相似文献
106.
107.
The superimposed basin must have undergone the changes of regional stress field. Study on the nature and switch of regional stress field of superimposed basin is very useful to understanding its stress state and tectonic events during its formation and evolution. As sensitive markers of small stress changes, joint and shear fracture, characterized by consistency of orientation over wide area, can be used to reconstruct paleostress state and its evolution. Detailed observations and analysis on the orientations, geometrical patterns, sequences of joints and shear fractures and their chronological relation to faults and folds show that, the NEE-SWW systematic joints and NNW-SSE systematic joints developed in the Mesozoic and Cenozoic strata are much more prominent than NW-SE systematic joints and shear fractures with different orientations. And the NWW-SEE and NW-SE systematic joints formed later than NEE-SWW systematic joints but earlier than shear fractures with different orientations. According to the relationships between joint and shear fractures and stress, the NEE-SWW systematic joints are inferred to result from lateral weak extension caused by the late Cretaceous regional uplift, while the NNW-SSE and NW-SE systematic joints are interpreted as syn-tectonic deformation relating to strong N-S compression in the Neogene. But some conjugate shear fractures occur probably due to sinistral strike-slip faulting in the Kuqa depression. At the beginning of the Neogene, the stress field changed and the maximal principal stress σ1 switched from vertical to horizontal. 相似文献
108.
Stephen E Laubach Jon E Olson Julia F.W Gale 《Earth and Planetary Science Letters》2004,222(1):191-195
Fluid flow in fractured rock is an increasingly central issue in recovering water and hydrocarbon supplies and geothermal energy, in predicting flow of pollutants underground, in engineering structures, and in understanding large-scale crustal behaviour. Conventional wisdom assumes that fluids prefer to flow along fractures oriented parallel or nearly parallel to modern-day maximum horizontal compressive stress, or SHmax. The reasoning is that these fractures have the lowest normal stresses across them and therefore provide the least resistance to flow. For example, this view governs how geophysicists design and interpret seismic experiments to probe fracture fluid pathways in the deep subsurface. Contrary to these widely held views, here we use core, stress measurement, and fluid flow data to show that SHmax does not necessarily coincide with the direction of open natural fractures in the subsurface (>3 km depth). Consequently, in situ stress direction cannot be considered to predict or control the direction of maximum permeability in rock. Where effective stress is compressive and fractures are expected to be closed, chemical alteration dictates location of open conduits, either preserving or destroying fracture flow pathways no matter their orientation. 相似文献
109.
IntroductionWhenpropagatingthroughananisotropicmedium,ashearwavesplitsintotwo(quasi)shearwaveswithdifferentpropagationspeedsandpolarizedorthogonally.Owingtotherecentdevel-opmentofseismicobservationsystem,detectionofshearwavessplittingwithverysmalldelaytimesbetweenfasterandslowershearwavesbecameavailableandprovidedpowerfulapproachfordetectionofcrustalanisotropy.Crampin(1978)emphasizedtheroleofalignedmicrocracksasacauseofcrustalanisotropyandpointedoutthatforverticallyalignedmicrocracksthedirecti… 相似文献
110.
The evaluation of the fundamental period of shear wall buildings considering the flexibility of the base is investigated in this paper. This research is motivated by the discrepancy reported between the formulas used in different building codes and the measurement of real buildings. Both experimental and analytical approaches are used to assess the effect of the base flexibility on the fundamental period of shear wall structures. In total, twenty buildings built on different types of soil are tested under ambient vibration. The fundamental period is identified using a non‐parametric linear model in the frequency domain. The results show that fundamental period formulas used by UBC‐97 and NBCC‐95 are inadequate since they do not include the effect of the foundation stiffness. To improve the estimation of the fundamental period of shear wall buildings, an analytical approach is presented. The structure and the foundation are represented by a continuous‐discrete system. The stiffnesses of the base are represented by translational and rotational discrete springs. The rigidities of these springs are evaluated from the elastic uniform compression of the soil mass and the size of the foundation. The analytical predictions improve the estimation of the fundamental period and keep the computation simple. The error between the measured period and the analytical results is, on average, less than 10%. Copyright © 2003 John Wiley & Sons, Ltd. 相似文献