全文获取类型
收费全文 | 3431篇 |
免费 | 556篇 |
国内免费 | 706篇 |
专业分类
测绘学 | 148篇 |
大气科学 | 680篇 |
地球物理 | 764篇 |
地质学 | 1845篇 |
海洋学 | 416篇 |
天文学 | 167篇 |
综合类 | 345篇 |
自然地理 | 328篇 |
出版年
2024年 | 15篇 |
2023年 | 70篇 |
2022年 | 169篇 |
2021年 | 184篇 |
2020年 | 123篇 |
2019年 | 128篇 |
2018年 | 167篇 |
2017年 | 157篇 |
2016年 | 186篇 |
2015年 | 156篇 |
2014年 | 211篇 |
2013年 | 179篇 |
2012年 | 168篇 |
2011年 | 177篇 |
2010年 | 202篇 |
2009年 | 190篇 |
2008年 | 161篇 |
2007年 | 149篇 |
2006年 | 107篇 |
2005年 | 93篇 |
2004年 | 56篇 |
2003年 | 88篇 |
2002年 | 83篇 |
2001年 | 95篇 |
2000年 | 109篇 |
1999年 | 162篇 |
1998年 | 120篇 |
1997年 | 148篇 |
1996年 | 135篇 |
1995年 | 116篇 |
1994年 | 104篇 |
1993年 | 87篇 |
1992年 | 78篇 |
1991年 | 62篇 |
1990年 | 52篇 |
1989年 | 45篇 |
1988年 | 42篇 |
1987年 | 13篇 |
1986年 | 25篇 |
1985年 | 16篇 |
1984年 | 12篇 |
1983年 | 17篇 |
1982年 | 9篇 |
1981年 | 10篇 |
1980年 | 7篇 |
1978年 | 2篇 |
1977年 | 2篇 |
1975年 | 2篇 |
1969年 | 1篇 |
1958年 | 1篇 |
排序方式: 共有4693条查询结果,搜索用时 15 毫秒
271.
272.
Tang Xinbao Zhang Qinghao Zhou Yan Ma Depeng 《Geotechnical and Geological Engineering》2021,39(8):5895-5906
Geotechnical and Geological Engineering - Soft and hard rock assemblages and anchor solids have important effects on rock mechanics properties under different inclinations and assemblages, so it is... 相似文献
273.
西藏地堡那木岗矿区水系沉积物地球化学特征及找矿预测 总被引:1,自引:0,他引:1
利用SPSS等软件对矿区1:5万水系沉积物地球化学数据分析,选用平均值±3倍标准差(X±3S)作为上下限反复剔除原始数据的特值,使元素含量服从正态分布.最后以X+2S作为异常下限(T),以1T、2T、4T三级浓度分带,圈定Cu、Au、Ag、Mo单元素异常和Au-Ag-Mo综合元素异常,揭示矿区内水系沉积物地球化学异常特征.将异常区与矿区地质特征、矿床(点)套合分析,表明异常受地层、断裂、围岩蚀变控制,对寻找矿(化)体、断层、围岩蚀变带有指示作用.最终,优选2处远景区,分别为3号综合异常区中心北北西方向至北东向断裂附近,1号、2号综合异常区及其东侧组成一个走向为东西向的异常带. 相似文献
274.
Based on the deformation characteristics of the ductile shear zones in Sumdo (松多) Group, the quartz fabric by EBSD (electron backscatter diffraction), the data of muscovite 40Ar-39Ar geochronology (220-230 Ma) from ductile shear zones and the zircon SHRIMP U-Pb chronology (190 Ma) of granites in Snmdo region, Lhasa (拉萨) terrane is thought to have experienced an important Indosinian orogenic event at 220-230 Ma, which caused the closure of the paleo-Tethys Ocean along the tectonic zone of eclogite and the collision between northern part and southern part of the Lhasa terrane. The zircon SHRIMP U-Pb chronology of 190 Ma for biotite adamellite, with the distributing characteristics of the granite massif intruding in Sumdo Group, indicates that the biotite adamellitc should be the late orogenic or post-orogenic granite resulting from the lndosinian orogenesis. The discovery of Indosinian orogenic belt in Lhasa terrane expansed the southern boundary of lndosinian orogenic belt in Qinghai (青海)-Tibet plateau to Lhasa terrane from Qiangtang (羌塘) terrane, which changed the understanding about the distribution of Indosinian orogenic belt in Qinghai-Tibet plateau and extended the "T" type lndosinian orogenic belt in China. The study is very important for the formation and distribution of paleo-Tethys Ocean in Tibet. The ancient terrane framework and evolution of Qinghai-Tibet plateau need further research. 相似文献
275.
Gan—Chen模式在岩土工程中的应用研究 总被引:6,自引:0,他引:6
岩土体应力应变之间存在黄金分割比例-0.618和0.382这对数字关系,据此规律建立比较正确和简便的定量计算-Can-Chen模式。此模式可用于确定桩的中和点和中性点,估算单桩实际承载力,估算地基土的竖向变形和侧向变形,估算建(构)筑物沉降量,深基坑围护设计和计算,确定深基坑支撑位置,预估超深沉井的卡位等,通过介质其在岩土工程中的应用研究成果,以求岩土工程界试用、验证。 相似文献
276.
文章介绍了ESR谱仪低温杜瓦差的研制原理和方法以及应用它在液氮温度下研究孔雀石中的Cu^2+和天然刚玉中Ti^3+存在形式的实验结果。 相似文献
277.
278.
Holocene environmental history in the Tarim Basin and the Taklimakan Desert is known mainly from isolated eolian and lacustrine
deposits and remain puzzling. Here we present an adequately preserved loess section, covering the past 5000 years, at a highland
(2,850 m a.s.l) on the northern slope of Kunlun Mountains. Pollen preserved in the section reveal a drying trend with significant
moisture fluctuations around 3000–2600 cal yr BP and 1800 cal yr BP at the study site. Comparing the pollen, grain size from
the same section provides a different scene occurred in the Tarim basin and the Taklimakan desert. Comparison of grain size
to A/C ration of pollen suggests that active sand southward shifting in south margin of the desert is coincident with increasing
moisture condition at the section locality, implying a casual link. This moisture pattern occurred at the upper and lower
elevation of the slope is best explained by the vertical variation of local precipitation along the slope. 相似文献
279.
L. G. Tham H. Liu C. A. Tang P. K. K. Lee Y. Tsui 《Rock Mechanics and Rock Engineering》2005,38(1):1-19
Summary To understand the failure mechanism of quasi-brittle materials like rock under tensile stress, observations on the failure process of granite and marble plate specimens under tension are summarized and presented. Micro- and macro-failure properties of rock plates under uniaxial tension have been characterized by using an acoustic emission technique. Acoustic emission signals associated with micro-fractures are captured to locate the sources. An algorithm based on arrival time difference is developed for this purpose. The results reveal clearly the failure processes of rock which include initiation, nucleation and propagation of micro-fractures when the axial stress is close to the peak strength of rock. It is believed that the difference in heterogeneity between granite and marble specimens leads to different fracture shapes and different behaviors of associated acoustic emissions. Numerical simulation of acoustic emissions for two-dimensional tensile test is also carried out. The simulated characteristics are in good agreement with the experimental results. 相似文献
280.
Investigating the effect of soil models on deformations caused by braced excavations through an inverse-analysis technique 总被引:1,自引:0,他引:1
In this study, a series of inverse-analysis numerical experiments was performed to investigate the effect of soil models on the deformations caused by excavation by using the finite element method. The nonlinear optimization technique that was incorporated into the finite element code was used for the inverse-analysis numerical experiments. Three soil models (the hyperbolic model, pseudo-plasticity model, and modified pseudo-plasticity model) were employed in the intended numerical experiments on a well-documented excavation case history. The results indicate that wall deflection due to excavation can be accurately back-figured by each of the three soil models, while the ground surface settlement can be reasonably optimized only by the pseudo-plasticity model and the modified pseudo-plasticity model. Importantly, the modified pseudo-plasticity model can yield more reasonable simulations when the wall deflection and the ground surface settlement are simultaneously back-figured. The results show that selection of an adequate soil model that is capable of adequately describing the stress–strain-strength characteristics of the soils is essentially crucial when predicting the excavation-induced ground response. 相似文献