全文获取类型
收费全文 | 2295篇 |
免费 | 444篇 |
国内免费 | 1060篇 |
专业分类
测绘学 | 121篇 |
大气科学 | 57篇 |
地球物理 | 376篇 |
地质学 | 2343篇 |
海洋学 | 441篇 |
天文学 | 69篇 |
综合类 | 324篇 |
自然地理 | 68篇 |
出版年
2020年 | 2篇 |
2018年 | 2篇 |
2016年 | 1篇 |
2015年 | 23篇 |
2014年 | 3篇 |
2013年 | 12篇 |
2012年 | 8篇 |
2011年 | 340篇 |
2010年 | 167篇 |
2009年 | 311篇 |
2008年 | 81篇 |
2007年 | 169篇 |
2006年 | 254篇 |
2005年 | 293篇 |
2004年 | 650篇 |
2003年 | 387篇 |
2002年 | 229篇 |
2001年 | 147篇 |
2000年 | 78篇 |
1999年 | 70篇 |
1998年 | 85篇 |
1997年 | 72篇 |
1996年 | 41篇 |
1995年 | 39篇 |
1994年 | 39篇 |
1993年 | 103篇 |
1992年 | 61篇 |
1991年 | 52篇 |
1990年 | 15篇 |
1989年 | 19篇 |
1988年 | 6篇 |
1987年 | 4篇 |
1986年 | 1篇 |
1962年 | 1篇 |
1956年 | 1篇 |
1949年 | 1篇 |
1943年 | 2篇 |
1940年 | 1篇 |
1937年 | 5篇 |
1934年 | 4篇 |
1933年 | 9篇 |
1928年 | 1篇 |
1927年 | 1篇 |
1926年 | 4篇 |
1924年 | 3篇 |
1923年 | 2篇 |
排序方式: 共有3799条查询结果,搜索用时 15 毫秒
41.
本文报道了为改变我国华南沿海目前在半咸淡水塘中进行地播式裁培细基江篱繁枝变种单产低的状况而进行的不同水层夹苗栽培和施肥增产试验,证明了越靠近水面江篱藻体生长越快,越接近底部藻钵生长越差,提出如果在水塘中单纯裁培江篱则水塘深度应保持20~30厘米,如果水深超过1米以上,则应采用浮筏式夹苗栽培,并在水中混养鱼虾等。浸泡施肥试验证明,在短短的40天裁培过程施肥藻体比不施肥藻体增产23%,说明了施肥的重要性。 相似文献
42.
Dianqi PAN Zupei ZHANG Diancai PAN Yong CHEN Maosen TAN 《东北亚地学研究》2006,9(2):194-196
The pressure grouting pile of driven tube can improve the load bearing capacity of the single pile from the mechanism of pressure grouting pile of driven tube.On the basis of analyzing the mechanism,the authors designed the machines and tools of pressure grouting,determined the operating manufacture and technology parameter on the pressure grouting secondly.The result shows that the pressure grouting pile of driven tube not only changes the pile type but also reduce the length of the pile and its engineering cost,it enhances the load bearing capacity of single pile an the same time. 相似文献
43.
Yanjun ZHANG Fenglong ZHANG Full QI Fuquan NI 《东北亚地学研究》2006,9(2):199-203
In view of the situation of excavation of open coal mine for the underground water disaster,we should carry out simulation studies for the numerical value of the water lowering project and improve the accuracy and the level of the water lowering project.On the basis of the hydrological geological conditions of certain open mine digging,a more reasonable seepage numerical model was built according to MODFLOW.It was simulated in advance that the process of the confined water level descending with the time,and combining with the actual observations to test the correctness of the model.The calculation showed that the results coincided well with the results of actual measurement.Based on this,different water lowering numerical simulations were built for the open coal mine digging.It could be simulated and forecast that the changes of the groundwater level in drainage process within and outside the mine pit,and it was quantitatively assessed that the possible water lowering result of the opencast water drainage process,which provide an important basis for the actual water lowering project and the possible project disposal. 相似文献
44.
The ratio of nitrogen/phosphorus (N/P) is known to affect cell proliferation of some marine micro algae. We evaluated the effect of N/P ratios on the proliferation and succession of phytoplankton using five marine micro algae species. We used two sources of nitrogen, NH4Cl (N1) and urea (N2), and a single source of phosphorous, NaH2PO4(P). The optimal N/P ratio that differed among the five species was affected by the source of nitrogen, being as follows (N1/P, N2/P in order): Thalassiosira sp. (30/1, 20/1),... 相似文献
45.
46.
腾冲火山区地表垂直形变分析 总被引:8,自引:3,他引:8
对腾冲火山区1998~2000年的3期垂直形变资料进行了分析,进而利用相关资料得出与计算有关的参数,再用多元Mogi模型反演了岩浆房的位置和大小,所得出的结果与地震层析反演结果基本相似。分析反演结果,认为火山区可能存在多个岩浆房,并有岩脉相通。 相似文献
47.
大姚6级双震前的地震前兆特征 总被引:6,自引:2,他引:6
在连续形变观测资料中除了存在于整个时间域的短周期潮汐信息(固体潮)外,还有出现在某个时间段的长周期非潮汐信息.如何从时间或空间上认识和提取这些信息.成为认识地震过程和进行地震预报关键和迫切的问题之一。利用小波分析的时一频特性和奇异性检测特性,对大姚6级双震前的连续形变观测资料进行了处理,提取潮汐资料中的非潮汐信息。发现在地震前震中附近的形变台站都接收到了相同频段的异常信号.周期为几天到十几天,出现在各个台站的时间也大致相同。这些在震前具有一定时、空分布的信息有可能是地震前兆。 相似文献
48.
Based on remote sensing and GIS techniques, land use maps in 2000, 2005 and 2010 in China′s coastal zone were produced, and structural raster data of land use were further generated to calculate land use intensity comprehensive index(LUICI) for analyzing land use spatial-temporal characteristics at 1 km scale. Results show that: 1) from the perspective of spatial patterns of landforms at a macro scale, there is a significant difference in land use intensity between the north and the south of China′s coastal zone. Hotspots of changes mainly concentrated in metropolitan areas, estuaries and coastal wetlands; 2) elevation is an important factor that controlling land use spatial patterns at local scale. Land use intensity is much higher within areas below the elevation of 400 m and it decreased significantly as the elevation increasing; 3) there is a significant land-ocean gradient for land use intensity, which is low in island and near-shore areas, but high in the regions that 4–30 km far away the coastline because of much intensive human activities; however, in recent decades land use intensity had been promoted significantly in low near-shore area due to extensive sea reclamations; 4) significant differences of land use intensity were also found among provincial administrative units. A rising trend of land use intensity was found in provincial-level administrative units from 2000 to 2010. To sum up, elevation, land-ocean gradient, socio-economic status and policy are all influencing factors to the spatial patterns and temporal variations of land use intensity in China′s coastal zone. 相似文献
49.
SONG Tao CAI Jianming XU Hui DENG Yu NIU Fangqu YANG Zhenshan DU Shanshan 《中国地理科学(英文版)》2015,(1):113-123
The key to studying urban sustainable development depends on quantifying stores, efficiencies of urban metabolisms and capturing urban metabolisms′ mechanisms. This paper builds up the metabolic emergy account and quantifies some important concepts of emergy stores. Emphasis is placed on the urban metabolic model based on the slack based model(SBM) method to measure urban metabolic efficiencies. Urban metabolic mechanisms are discussed by using the regression method. By integrating these models, this paper analyzes the urban metabolic development in Beijing from 2001 to 2010. We conclude that the metabolic emergy stores of Beijing increased significantly from 2001 to 2010, with the emergy imported accounting for most of the increase. The metabolic efficiencies in Beijing have improved since the 2008 Olympic Games. The population, economic growth, industrial structures, and environmental governance positively affect the overall urban metabolism, while the land expansion, urbanization and environmentally technical levels hinder the improving of urban metabolic efficiencies. The SBM metabolic method and the regression model based on the emergy analysis provide insights into the urban metabolic efficiencies and the mechanism. They can promote to integrate such concepts into their sustainability analyses and policy decisions. 相似文献
50.
KONG Desen LUAN Maotian and WANG Weiming School of Civil Engineering Harbin Institute of Technology Harbin P.R.China School of Civil Architectural Engineering Shandong University of Science Technology Qingdao P.R.China Institute of Geotechnical Engineering Dalian University of Technology Dalian P.R.China 《中国海洋大学学报(英文版)》2006,(1)
The study on the earthquake-resistant performance of a pile-soil-structure interaction system is a relatively complicated and primarily important issue in civil engineering practice. In this paper, a computational model and computation procedures for pile-supported structures, which can duly consider the pile-soil interaction effect, are established by the finite element method. Numerical implementation is made in the time domain. A simplified approximation for the seismic response analysis of pile-soil-structure systems is briefly presented. Then a comparative study is performed for an engineering example with numerical results computed respectively by the finite element method and the simplified method. Through comparative analysis, it is shown that the results obtained by the simplified method well agree with those achieved by the finite element method. The numerical results and findings will offer instructive guidelines for earthquake-resistant analysis and design of pile-supported structures. 相似文献