全文获取类型
收费全文 | 9469篇 |
免费 | 1922篇 |
国内免费 | 2651篇 |
专业分类
测绘学 | 673篇 |
大气科学 | 2205篇 |
地球物理 | 2427篇 |
地质学 | 5048篇 |
海洋学 | 1040篇 |
天文学 | 464篇 |
综合类 | 1057篇 |
自然地理 | 1128篇 |
出版年
2024年 | 64篇 |
2023年 | 241篇 |
2022年 | 462篇 |
2021年 | 574篇 |
2020年 | 455篇 |
2019年 | 486篇 |
2018年 | 612篇 |
2017年 | 503篇 |
2016年 | 579篇 |
2015年 | 543篇 |
2014年 | 574篇 |
2013年 | 594篇 |
2012年 | 538篇 |
2011年 | 540篇 |
2010年 | 561篇 |
2009年 | 555篇 |
2008年 | 510篇 |
2007年 | 479篇 |
2006年 | 385篇 |
2005年 | 374篇 |
2004年 | 281篇 |
2003年 | 255篇 |
2002年 | 225篇 |
2001年 | 265篇 |
2000年 | 299篇 |
1999年 | 410篇 |
1998年 | 380篇 |
1997年 | 380篇 |
1996年 | 323篇 |
1995年 | 241篇 |
1994年 | 261篇 |
1993年 | 231篇 |
1992年 | 172篇 |
1991年 | 126篇 |
1990年 | 115篇 |
1989年 | 95篇 |
1988年 | 89篇 |
1987年 | 48篇 |
1986年 | 49篇 |
1985年 | 31篇 |
1984年 | 24篇 |
1983年 | 21篇 |
1982年 | 24篇 |
1981年 | 17篇 |
1980年 | 12篇 |
1979年 | 9篇 |
1975年 | 7篇 |
1960年 | 4篇 |
1959年 | 2篇 |
1958年 | 12篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
361.
在滇东南富宁地区基性侵入岩、喷出岩较发育,前人将其划分为"半瓦型"侵入岩、"安定型"侵入岩和"龙康型"喷出岩3类,3类岩石普遍缺乏可靠的同位素年代学资料。在对富宁地区基性侵入岩、喷出岩进行区域地质调查的基础上,应用LAICP-MS技术对其进行锆石U-Pb测年,在半瓦型侵入岩和安定型侵入岩中分别获得了254.0±2.0Ma和244.2±4.4Ma的加权平均年龄,在龙康型喷出岩中获得251.9±3.0Ma和255.92±0.72Ma加权平均年龄。结合野外调查和综合研究,将富宁地区"安定型"侵入岩的时代界定于中三叠世,将"半瓦型"侵入岩和"龙康型"喷出岩的时代界定于晚二叠世。 相似文献
362.
Fan Jian-Jun Li Cai Liu Jin-Heng Wang Ming Liu Yi-Ming Xie Chao-Ming 《International Journal of Earth Sciences》2018,107(5):1755-1775
International Journal of Earth Sciences - In this paper, we present new major and trace element chemical data for the basalts and phonolites of the Nare ocean island fragment (NaOI), as well as... 相似文献
363.
Groundwater sustainability and groundwater/surface-water interaction in arid Dunhuang Basin,northwest China 总被引:1,自引:0,他引:1
Jingjing Lin Rui Ma Yalu Hu Ziyong Sun Yanxin Wang Colin P. R. McCarter 《Hydrogeology Journal》2018,26(5):1559-1572
The Dunhuang Basin, a typical inland basin in northwestern China, suffers a net loss of groundwater and the occasional disappearance of the Crescent Lake. Within this region, the groundwater/surface-water interactions are important for the sustainability of the groundwater resources. A three-dimensional transient groundwater flow model was established and calibrated using MODFLOW 2000, which was used to predict changes to these interactions once a water diversion project is completed. The simulated results indicate that introducing water from outside of the basin into the Shule and Danghe rivers could reverse the negative groundwater balance in the Basin. River-water/groundwater interactions control the groundwater hydrology, where river leakage to the groundwater in the Basin will increase from 3,114?×?104 m3/year in 2017 to 11,875?×?104 m3/year in 2021, and to 17,039?×?104 m3/year in 2036. In comparison, groundwater discharge to the rivers will decrease from 3277?×?104 m3/year in 2017 to 1857?×?104 m3/year in 2021, and to 510?×?104 m3/year by 2036; thus, the hydrology will switch from groundwater discharge to groundwater recharge after implementing the water diversion project. The simulation indicates that the increased net river infiltration due to the water diversion project will raise the water table and then effectively increasing the water level of the Crescent Lake, as the lake level is contiguous with the water table. However, the regional phreatic evaporation will be enhanced, which may intensify soil salinization in the Dunhuang Basin. These results can guide the water allocation scheme for the water diversion project to alleviate groundwater depletion and mitigate geo-environmental problem. 相似文献
364.
P. Salinas D. Pavlidis Z. Xie H. Osman C. C. Pain M. D. Jackson 《Computational Geosciences》2018,22(5):1389-1401
Flows of multiple fluid phases are common in many subsurface reservoirs. Numerical simulation of these flows can be challenging and computationally expensive. Dynamic adaptive mesh optimisation and related approaches, such as adaptive grid refinement can increase solution accuracy at reduced computational cost. However, in models or parts of the model domain, where the local Courant number is large, the solution may propagate beyond the region in which the mesh is refined, resulting in reduced solution accuracy, which can never be recovered. A methodology is presented here to modify the mesh within the non-linear solver. The method allows efficient application of dynamic mesh adaptivity techniques even with high Courant numbers. These high Courant numbers may not be desired but a consequence of the heterogeneity of the domain. Therefore, the method presented can be considered as a more robust and accurate version of the standard dynamic mesh adaptivity techniques. 相似文献
365.
The aim of this study is to establish a detailed and complete inventory of the landslides triggered by the Mj 7.3 (Mw 7.0) Kumamoto, Japan, earthquake sequence of 15 April 2016 (16 April in JST). Based on high-resolution (0.5–2 m) optical satellite images, we delineated 3,467 individual landslides triggered by the earthquake, occupying an area of about 6.9 km2. Then they were validated by aerial photographs with very high-resolution (better than 0.5 m) and oblique field photos. Of them, 3,460 landslides are distributed in an elliptical area about 6000 km2, with a NE-SW directed 120-km-long long axis and a 60-km-long NW-SE trending short axis. Most of the landslides are shallow, disrupted falls and slides, with a few flow-type slides and rock and soil avalanches. The analysis of correlation between the landslides and several control factors shows the areas of elevation 1000–1200 m, stratum of Q3-Hvf, seismic intensity VIII and VIII+, and peak ground acceleration (PGA) 0.4–0.6 g register the highest landslide abundance. This study also discussed the relationship between the spatial pattern of the landslides and the seismotectonic structure featured by a strike-slip fault with a normal component and the volcanism in the study area. 相似文献
366.
Acquiring high-resolution topography and performing spatial analysis of loess landslides by using low-cost UAVs 总被引:1,自引:0,他引:1
Sheng Hu Haijun Qiu Xingang Wang Yu Gao Ninglian Wang Jiang Wu Dongdong Yang Mingming Cao 《Landslides》2018,15(3):593-612
The Loess Plateau is a region in China prone to frequent geological disasters, where thousands of loess landslides can be found. Conventional field survey methods are inadequate for the requirements of fine spatial analysis of landslides. Due to its numerous advantages (fast, efficient, low cost, safe, and able to acquire high-resolution data), structure from motion (SfM) technique to photogrammetric orientation of flights and modeling applied to photographs taken by unmanned aerial vehicles (UAVs) equipped with a camera has become a powerful new tool for the generation of high-resolution topography that has emerged in recent years, which has become a powerful new technique for acquiring high-resolution topographic data. In this study, we conducted nearly two months of field UAV surveys of loess landslides on the Loess Plateau, eventually established 3D digital models for 11 loess landslides, and produced high-resolution digital orthophoto maps (DOMs) and digital elevation models (DEMs). High-resolution spatial analysis of the loess landslides (mainly including characteristic parameter extraction, topography profile analysis, surface feature analysis, and hydrologic analysis) was performed using Agisoft PhotoScan, ArcGIS 10.2, Global Mapper 17, and Origin Pro 9.0. The UAV technique allows us to further understand the micro-level internal spatial and structural characteristics of loess landslides. Moreover, not only does it allow us to accurately measure the characteristic geometric parameters but also enables us to detect the surface details of loess landslides (e.g., textures, fissures, and micro-landforms). Manifestly, we can also deduce the original structural characteristics and possible inducement mechanism of landslides based on a combination of high-resolution data acquired by UAVs, proper ground surveys, and theoretical knowledge. In summary, the low-cost UAVs are highly and especially suitable for surveys and digital terrain analysis of landslides on the Loess Plateau with sparse vegetation. 相似文献
367.
Based on the analyses of mineralogical compositions by X-ray diffraction and microstructure by optical microscopy, the Young’ modulus and hardness of a claystone were characterized by the nano-indentation technique and homogenization method. Three distinct microstructural zones are identified in the claystone: clay matrix, a composite matrix of clay and small mineral grains and imbedded quartz grains. The elastic modulus and hardness of different zones were determined by nano-indentation testing. Based on the statistical analysis of nano-indentation results, the spatial mappings and frequency distributions of elastic modulus and hardness of the different zones were obtained. The elastic moduli of main constituent phases of the claystone are then estimated from the nano-indentation tests. These values were further used for the determination of the macroscopic elastic modulus of the claystone using two different homogenization schemes: the dilute scheme and Mori–Tanaka scheme. The predicted values by the homogenization schemes are compared with experimental data obtained from conventional uniaxial compression tests. 相似文献
368.
Zexuan Xu Nicolas Massei Ingrid Padilla Andrew Hartmann Bill Hu 《Environmental Earth Sciences》2018,77(12):476
This introductory editorial paper provides a review and prospective outlook of the achievements and challenges in karst research under a changing environment. A brief discussion of the past and future karst research has been focused on: (1) data and new technologies; (2) modeling of karst flow and reactive transport; (3) responses of karst hydrosystems to climate variability and changes across scales. 相似文献
369.
Zizhan Hu Xuguang Tang Chen Zheng Menglin Guan Jingwei Shen 《Environmental Earth Sciences》2018,77(14):540
Due to its negative impact on the living environment of human beings, ambient air pollution has become a global challenge to human health. In this study, surface observations of six criteria air pollutants, including PM2.5, PM10, SO2, NO2, CO and O3, were collected to investigate the spatial and temporal variation in the Beijing–Tianjin–Hebei (BTH) region during 2013–2016 and to explore the relationships between atmospheric pollutants and meteorological variables using quantile regression model (QRM) and multiple linear regression model (MLRM). The results show that BTH region has experienced significant air pollution, and the southern part generally has more severe conditions. The annual average indicates clear decreasing trends of the particulate matters, SO2 and CO concentrations over the last 4 years and slight increasing trends of NO2 and O3 in several cities. The seasonal and monthly characteristics indicate that the concentrations of five species reach their maxima in the winter and their minima in the summer, whereas O3 has the opposite behaviour. Finally, the pseudo R2 values show that the QRMs have the best performance in the winter, followed by spring, fall, and summer. Specifically, all the meteorological factors have significant impacts on air pollution but change with pollutants and seasons. The MLRM results are generally consistent with the QRM results in all seasons, and the inconsistencies are more common in the fall and winter. The results of this research provide foundational knowledge for predicting the response of air quality to climate change in the BTH region. 相似文献
370.
Jinxing Lai Xiuling Wang Junling Qiu Jianxun Chen Zhinan Hu Hao Wang 《Environmental Earth Sciences》2018,77(19):706
The Qingling–Bashan (QB) mountain region in southern Shaanxi mainly consists of strongly compressive zones from east to west, with tight folds and compressive fractures. There is a wide distribution of soft rocks of various types, such as phyllite and slate, accompanied by complex geological structures. Ironically, tunnel construction in these difficult grounds with complicated geological conditions embraces a high risk of extreme deformation due to various unpredictable reasons, which can frequently cause collapse and result in budget overruns during the construction period. Therefore, it is crucial to conduct effective countermeasures to eliminate or avoid such adverse impacts. This paper provides a case study on the “Yingfeng tunnel” (a tunnel constructed in soft rock consisting of a slate ground) based on a geological survey, indoor experiments and in situ monitoring. A successive rock mass deformation resulted in the tunnel lining seriously intruding into construction clearance and some other sections, even collapsing during the construction. The maximum displacement amount was 62.5 cm, while the maximum deformation speed reached as high as 34.18 mm/day. Additionally, to evaluate the construction impacts of tunnelling-induced geo-hazards, an investigation on extreme deformation was conducted. Considering the time-dependent features of the rock mass deformation, the constraint-convergence method was used to put forward applicable countermeasures in this paper. Finally, from the feedbacks of monitoring results, extreme deformation of the Yingfeng tunnel was effectively controlled. 相似文献