全文获取类型
收费全文 | 924篇 |
免费 | 190篇 |
国内免费 | 264篇 |
专业分类
测绘学 | 175篇 |
大气科学 | 135篇 |
地球物理 | 202篇 |
地质学 | 545篇 |
海洋学 | 90篇 |
天文学 | 10篇 |
综合类 | 102篇 |
自然地理 | 119篇 |
出版年
2024年 | 5篇 |
2023年 | 20篇 |
2022年 | 85篇 |
2021年 | 60篇 |
2020年 | 80篇 |
2019年 | 81篇 |
2018年 | 85篇 |
2017年 | 64篇 |
2016年 | 82篇 |
2015年 | 68篇 |
2014年 | 80篇 |
2013年 | 79篇 |
2012年 | 67篇 |
2011年 | 76篇 |
2010年 | 66篇 |
2009年 | 54篇 |
2008年 | 46篇 |
2007年 | 37篇 |
2006年 | 27篇 |
2005年 | 22篇 |
2004年 | 26篇 |
2003年 | 16篇 |
2002年 | 28篇 |
2001年 | 23篇 |
2000年 | 10篇 |
1999年 | 9篇 |
1998年 | 10篇 |
1997年 | 9篇 |
1996年 | 4篇 |
1995年 | 5篇 |
1994年 | 4篇 |
1993年 | 7篇 |
1992年 | 5篇 |
1991年 | 3篇 |
1990年 | 3篇 |
1989年 | 8篇 |
1988年 | 1篇 |
1987年 | 1篇 |
1986年 | 4篇 |
1985年 | 4篇 |
1984年 | 3篇 |
1981年 | 1篇 |
1979年 | 2篇 |
1977年 | 1篇 |
1976年 | 2篇 |
1975年 | 1篇 |
1973年 | 1篇 |
1958年 | 2篇 |
1957年 | 1篇 |
排序方式: 共有1378条查询结果,搜索用时 31 毫秒
101.
Pile foundation is one of the most commonly used and suitable foundations to support transmission line structure, especially in seasonally frozen soil regions and permafrost regions. Axial compression is the controlling condition in the design of foundations for such structures as bridges and buildings, while uplift and overturning will control the design of transmission line structure foundations. This paper presents an extensive overview of previous studies including experimental (e. g., laboratory model test and full-scale field load test), analytical/theoretical (e. g., limit equilibrium and limit analysis based on plasticity)and numerical(e. g., finite difference and finite element methods). The review indicates that study on the uplift behavior of pile foundation in frozen soil is relatively limited, particularly in the case of combined effect of axial uplift and lateral loading. Interaction between pile and frozen soil and mechanism of load transfer along the pile shaft and around the pile tip still remain unclear. Therefore, this paper implements finite difference analysis within FLAC3D to investigate the behavior of pile foundation in frozen silty clay and gravelly sand under axial uplift behavior and the effect of ground condition and lateral loading on the uplift behavior. Because of the axisymmetric condition of the problem studied, only half of the model is simulated. The chosen domain of the medium is discretized into a set of quadrilateral elements and the pile is discretized by the cylinder element. The interaction between the soil and pile is considered according to interface elements. Mohr-Coulomb criterion is adopted to model the soil behavior (perfectly elastic-plastic), while the pile is simply considered as a rigid body. The soil parameters such as Young’s modulus, cohesion and internal friction angle used for numerical analyses are determined by laboratory tests and estimated according to the empirical correlations with in-situ tests. The present numerical modeling is verified with the results from field loading tests on pile foundations in Qinghai-Tibet ±550 kV transmission line project. On this basis, parametric studies are carried out to uncover the behavior of pile in frozen soil. It is observed that pullout is the dominant failure mechanism of pile and the uplift load-displacement curve clearly exhibits an asymptote, consisting of initially linear elastic, nonlinear transition, and finally linear regions. These results are consistent with the observations in a few previous studies. In addition, larger uplift capacity of pile foundation in freezing period and gravelly sand is gained (about 20%). Lateral loading increases the deflection and therefore, decreases the uplift capacity of pile foundation. For the convenience of using the results obtained in practice, the values of uplift factor for pile foundation in silty clay and gravelly sand are provided. Finally, it should be noted that the method used, and the results obtained in the current work could be useful for engineers and designers, at least providing them some qualitative evidence for pile design in seasonally frozen soil regions and permafrost regions. This is important and necessary to ensure the safety of construction in such regions. Meanwhile, numerical analyses in the current work can be a benchmark example for subsequent research studies. © 2022 Science Press (China). 相似文献
102.
文章根据西藏古堆—隆子地区Sb,Pb,Zn化探元素品位分析结果,结合区域地质资料,基于分形几何学的理论基础,对研究区Sb,Pb,Zn的分布规律进行了定量研究。结果表明,4个研究区Sb,Pb都具有多重分维的性质,且与矿化有关的分维值D2ⅡD2Ⅲ,同一研究区同一元素的各组分维值差距较大,Ⅲ区和Ⅳ区的Zn只有一个维数值,说明典型矿床发育的地区成矿元素具有多重的分维结构和低分维值D2,基于此理论成功验证了恰嘎研究区具有寻找锑矿前景。通过研究Sb,Pb,Zn的分形特征,揭示出化探元素的分维结构和分维值的大小与矿化程度有关,并为找矿勘查工作提供一定的地质依据。 相似文献
103.
104.
利用1981—2017年NCEP/NCAR再分析资料和ECMWF再分析资料,研究了北美洲冬季高纬度冷空气对南美洲夏季降水异常的影响。结果表明,北美洲冬季高纬度冷空气通过影响向南越赤道气流的强弱,影响南美洲热带辐合带(intertropical convergence zone, ITCZ)位置和强度的变化,进一步引起南美洲天气的变化。北美洲冬季冷空气的南下过程能够引起80°~70°W的向南越赤道气流明显加强,导致2011年南美洲热带辐合带的位置异常偏南,强度异常偏强,是造成降水异常偏多的重要成因。通过相关分析发现北美洲冬季冷空气对南美洲ITCZ位置的影响更明显。 相似文献
105.
利用6 h一次、水平分辨率为0.25°×0.25°的ERA-Interim再分析资料,对1979—2016年生成于四川盆地的西南涡的发生和发展进行统计分析。结果表明:四川盆地低涡集中生成于盆地内;在6月生成最多,7月发展最强;按移动情况不同可将其分为5类:东移型、东北移型、东南移型、西移型和少动型;东移型、东南移型、少动型低涡生成个数的峰值在6月,东北移型和西移型低涡生成个数的峰值在7月。夏季5类长生命史四川盆地低涡的结构和降水合成场表明:从发展强度看,东北移型最强,少动型最弱。从成熟期垂直结构看,除西移型外,低涡均随高度向西北或向西倾斜,在对流层低层为冷性结构,中层为暖性结构;东移型、东北移型、西移型低涡的正涡度区在垂直方向伸展更高;除东南移型、西移型低涡的强上升区与其中心重合外,其余类型位于其中心东侧。从降水特征看,除西移型外,其余类型低涡的降水中心均位于其移动路径东侧或东北侧,其中东北移型低涡成熟期6 h累计降水量最大。四川盆地低涡的强上升区、相对湿度大值区、位于对流层低层和中层的辐合辐散中心与降水所在位置有很好的对应关系,各物理量场相互作用共同促进低涡发展。 相似文献
106.
With the aid of a normal form of a family of measure-preserving mappings in dimension 3, which is deduced in this paper, we prove that there are periodically invariant curves which survive the nonlinear perturbations in the generic case. 相似文献
107.
108.
109.
Wu Chaoyuan Li Jiajun Xia Enzhan Peng Zhuosheng Tan Shuzhi Li Jun Wen Zongcun Huang Xiaohang Cai Zulin Chen Guojun 《中国海洋湖沼学报》1989,7(4):327-334
A 2-year study onKappaphycus alvarezii (Doty) Doty introduced to Hainan Island from the Philippines in 1985 showed promising results. The average daily growth in
weight reached 10% at a favourable temperature of about 26°C. Experimental results showed that timely cutting of the plant
was an effective way to obtain new cuttings for cultivation and accelerate growth. New cuttings 0.05 kg in weight are suggested
to be used as “seeds” and the old plant should be harvested. At present, artificial cultivation with a type of underwater
raft applicable in places where there is strong wind will expand cultivation to more regions in Hainan Province.
This paper was originally published in Chinese inOceanologia et Limnologia Sinica
19(5): 410–418, 1988. The plant under discussion wasEucheuma alvarezii Doty which was previously calledE. striatum in the article, and which now becomesKappaphycus alvarezii (Doty) Doty. To the original title, “in China” was added. Only the essence of the original article was presented. 相似文献
110.
Geospatial-temporal analysis of land-use changes in the Yellow River Delta during the last 40 years 总被引:5,自引:0,他引:5
Qinghua?YeEmail author Gaohuan?Liu Guoliang?Tian Shenliang?Chen Chong?Huang Shupeng?Chen Qingshen?Liu Jun?Chang Yanan?Shi 《中国科学D辑(英文版)》2004,47(11):1008-1024
Research on land use/land cover changes (LUCC)has been the core project of the Global EnvironmentalChanges since the 1990s[1—6]. Scientists at home andabroad have been laying emphasis on integrationstudies on land-use change by “space and process”features[7—10] as researches on LUCC are in a greatdeal. It is of paramount important for us to studyLUCC at various spatial-temporal scales and build aquantitative assessment of land-use conversion by in-tegrated spatial-temporal features. … 相似文献