全文获取类型
收费全文 | 6795篇 |
免费 | 1517篇 |
国内免费 | 3008篇 |
专业分类
测绘学 | 90篇 |
大气科学 | 731篇 |
地球物理 | 3023篇 |
地质学 | 5510篇 |
海洋学 | 993篇 |
天文学 | 25篇 |
综合类 | 398篇 |
自然地理 | 550篇 |
出版年
2024年 | 19篇 |
2023年 | 94篇 |
2022年 | 199篇 |
2021年 | 216篇 |
2020年 | 296篇 |
2019年 | 408篇 |
2018年 | 361篇 |
2017年 | 304篇 |
2016年 | 392篇 |
2015年 | 386篇 |
2014年 | 453篇 |
2013年 | 594篇 |
2012年 | 453篇 |
2011年 | 509篇 |
2010年 | 454篇 |
2009年 | 532篇 |
2008年 | 477篇 |
2007年 | 559篇 |
2006年 | 558篇 |
2005年 | 440篇 |
2004年 | 436篇 |
2003年 | 371篇 |
2002年 | 313篇 |
2001年 | 258篇 |
2000年 | 306篇 |
1999年 | 272篇 |
1998年 | 233篇 |
1997年 | 230篇 |
1996年 | 232篇 |
1995年 | 172篇 |
1994年 | 165篇 |
1993年 | 140篇 |
1992年 | 125篇 |
1991年 | 76篇 |
1990年 | 74篇 |
1989年 | 59篇 |
1988年 | 40篇 |
1987年 | 30篇 |
1986年 | 16篇 |
1985年 | 15篇 |
1984年 | 14篇 |
1983年 | 4篇 |
1982年 | 5篇 |
1981年 | 3篇 |
1979年 | 8篇 |
1978年 | 1篇 |
1977年 | 9篇 |
1974年 | 1篇 |
1954年 | 8篇 |
排序方式: 共有10000条查询结果,搜索用时 125 毫秒
91.
George A. Athanasopoulos 《Geotechnical and Geological Engineering》1993,11(1):51-65
Summary Results of resonant column tests were used to determine values of low amplitude shear modulus (G
0) of a remoulded kaolinite clay for different durations of ageing and for different values of consolidation stress (0) and overconsolidation ratio (OCR). It was found that after completion of primary consolidation the values of G
0 increased linearly with the logarithm of time and after a week of confinement the value of normalized rate of secondary increase of shear modulus (N
G
) could be reliably estimated. Values of N
G
were found to derease linearly with the logarithm of OCR and with the logarithm of ageing duration. This similarity of behaviour provided a basis for establishing an equivalency between age and equivalent overconsolidation ratio (OCR)eq. The effects of 0 and OCR on the value of G
0 were also established in a functional form that indicated a stronger influence compared to that predicted by the Hardin Equation. 相似文献
92.
北京云蒙山地区花岗岩穹隆及伸展构造的探讨 总被引:9,自引:0,他引:9
北京云蒙山花岗岩为一中生代侵入的花岗岩穹隆,花岗岩穹隆的叶理普遍发育,叶理轨迹基本平行于穹隆的外部边界,并显示出从核部到边部逐渐增强,东南侧明显强于西北侧的特点。变形构造研究显示,花岗岩穹隆的边部及围岩中普遍存在不同层次及不同运动方向的伸展构造。东南侧以具河防口-水峪伸展型韧性剪切带为特征,剪切运动标志显示为从NW-SE的正剪切运动,有限应变分析估算其剪切位移量在10km以上,剪切带上部被河防口正 相似文献
93.
梅世蓉 《地震学报(英文版)》1995,(3)
Onthephysicalmodelofearthquakeprecursorfieldsandthemechanismofprecursors'timespacedistribution──originandevidencesof thestron... 相似文献
94.
E. Ovando-Shelley 《Geotechnical and Geological Engineering》1995,13(1):1-16
Summary This paper presents results of static and cyclic direct shear tests performed on undisturbed and remoulded samples of Mexico City clays, including results of soil-on-interface tests. Experiments show that the static adhesion coefficient depends on the soils' liquidity index and that it diminishes due to the effect of repeated dynamic loads. Dynamic overstrength effects were not apparent, as has been observed when testing this clay in other apparatus. Interface strength in remoulded clays is initially less than half the strength of interfaces with undisturbed materials but it increases with time. At least in the materials tested in this research, it did not equal the strength of interfaces with undisturbed materials. Correction factors derived from experimental data can be used to modify the adhesion coefficient to account for dynamic and remoulding effects. 相似文献
95.
洛弗拉等人(1989)把Dodson(1973)建立的单一扩散域模式扩展成矿物扩散域不连续分布的模式,即多重扩散域模式,与之对应具有某一封闭温度范围,因此利用单个K-长石矿物样品可以揭示更长时间段上的冷却过程。对云南哀牢山-红河剪切带的K-长石样品(FA-2-1)进行40Ar/39Ar同位素分析,利用多重扩散域模式,揭示在距今约20~19Ma问该带存在一快速冷却过程,这与西藏南部曲水地区快速抬升的时间是一致的 相似文献
96.
大地震的震源机制及地震矩、应力降等参数,不(又对认识地震的破裂过程,而且对预报强地面运动都是非常重要的。一些文章对板内地震应力降的特点、地震矩与高频源谱的关系及区域特征的讨论,使我们可直接由长周期体波或面波得出的地震矩M0估计出不同地区中大地震的高频源谱,以供强地面运动预报参考。 由于对发生在中国板内的1976年11月6日盐源地震(Ms=6.5)和1976年11月15日宁河地震(Ms=6.3)的震源参数还没有详尽的报道;另外,对1973年7月14日 相似文献
97.
Hydrocyclones are widely used in the mining and chemical industries. An attempt has been made in this study, to develop a CFD (computational fluid dynamics) model, which is capable of predicting the flow patterns inside the hydrocyclone, including accurate prediction of flow split as well as the size of the air-core. The flow velocities and air-core diameters are predicted by DRSM (differential Reynolds stress model) and LES (large eddy simulations) models were compared to experimental results. The predicted water splits and air-core diameter with LES and RSM turbulence models along with VOF (volume of fluid) model for the air phase, through the outlets for various inlet pressures were also analyzed. The LES turbulence model led to an improved turbulence field prediction and thereby to more accurate prediction of pressure and velocity fields. This improvement was distinctive for the axial profile of pressure, indicating that air-core development is principally a transport effect rather than a pressure effect. 相似文献
98.
Increasing critical sensitivity of the Load/Unload Response Ratio before large earthquakes with identified stress accumulation pattern 总被引:2,自引:0,他引:2
Huai-zhong Yu Zheng-kang Shen Yong-ge Wan Qing-yong Zhu Xiang-chu Yin 《Tectonophysics》2006,428(1-4):87-94
The Load/Unload Response Ratio (LURR) method is proposed for short-to-intermediate-term earthquake prediction [Yin, X.C., Chen, X.Z., Song, Z.P., Yin, C., 1995. A New Approach to Earthquake Prediction — The Load/Unload Response Ratio (LURR) Theory, Pure Appl. Geophys., 145, 701–715]. This method is based on measuring the ratio between Benioff strains released during the time periods of loading and unloading, corresponding to the Coulomb Failure Stress change induced by Earth tides on optimally oriented faults. According to the method, the LURR time series usually climb to an anomalously high peak prior to occurrence of a large earthquake. Previous studies have indicated that the size of critical seismogenic region selected for LURR measurements has great influence on the evaluation of LURR. In this study, we replace the circular region usually adopted in LURR practice with an area within which the tectonic stress change would mostly affect the Coulomb stress on a potential seismogenic fault of a future event. The Coulomb stress change before a hypothetical earthquake is calculated based on a simple back-slip dislocation model of the event. This new algorithm, by combining the LURR method with our choice of identified area with increased Coulomb stress, is devised to improve the sensitivity of LURR to measure criticality of stress accumulation before a large earthquake. Retrospective tests of this algorithm on four large earthquakes occurred in California over the last two decades show remarkable enhancement of the LURR precursory anomalies. For some strong events of lesser magnitudes occurred in the same neighborhoods and during the same time periods, significant anomalies are found if circular areas are used, and are not found if increased Coulomb stress areas are used for LURR data selection. The unique feature of this algorithm may provide stronger constraints on forecasts of the size and location of future large events. 相似文献
99.
Variability in Early Amazonian Tharsis stress state based on wrinkle ridges and strike-slip faulting
We present evidence for a decrease in the magnitude of Tharsis-circumferential compressive stress during the Late Hesperian to the Middle Amazonian based on chronologic changes in the predominant style of faulting in southern Amazonis Planitia. Using high-resolution MOLA topography, we identify a population of strike-slip faults that exhibit Middle Amazonian-aged displacements of regional chrono-stratigraphic units. These strike-slip faults are adjacent to an older population of previously documented Late Hesperian-aged thrust faults (wrinkle ridges). Along-strike orientations of these thrust and strike-slip faults reveal the Tharsis-radial stress to be the area's most compressive remote principal stress and that this stress orientation and magnitude persisted throughout the Late Hesperian to the Middle Amazonian. We show that the change in the predominant style of faulting from thrust faulting to strike-slip faulting during this time requires a decrease of the Tharsis-circumferential compressive stress to a magnitude less than lithostatic load, with negligible change in stress orientation. 相似文献
100.
A simplified procedure for evaluating aseismic stability of slope subjected to earthquake shaking, in which the effect of dynamic shear strength and time-history stress on the yielding angular acceleration of sliding block is taken into account, is presented. The fundamental feature of this procedure is the dynamic shear strength. The numerical computations are performed by using the proposed method. It is shown that the computed sliding displacement for a given core dam, with either method of dynamic shear strength properly considered, is more rational compared with the conventional computational results based on static shear strength. 相似文献