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51.
溃屈型破坏是一种常见的顺层岩质边坡破坏模式,溃屈变形发展机制及失稳破坏的定量研究对滑坡工程勘查和防治指导十分重要。本文根据边坡的地质环境和力学作用机制,建立了三维受压板简化模型,其能够考虑岩层自身重力、地震力、静水压力的共同作用和岩体材料塑性变形的影响。基于弹塑性受压板稳定理论,利用能量法推导得到了边坡溃屈变形破坏的临界方程。对于溃屈型边坡的结构失稳和滑动失稳分别提出了相应的稳定性判定方法,并针对不同状态的边坡提出了相应的防治措施建议。以四川省甘孜藏族自治州巴塘县下归哇边坡为例,对所提判定方法的正确性进行了验证。计算结果表明,边坡的临界溃屈长度(a1)为483.8 m,说明下归哇边坡能够发生溃屈变形;现场勘查得知边坡实际溃屈长度(a′)为530.0 m,a′>a1,可知边坡是稳定的。这与实际情况相吻合,由此证明本文所提出的判定方法可行。 相似文献
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A number of ancient charred paddies with a 14C dating of about 5900 a BP were recovered in the sixth excavation at Chuodun Site and are assigned to the Majiabang culture
(7–6 ka BP). To understand their formation mechanism, the ancient charred paddies were compared to modern paddies using FT-IR
spectrum and thermaogravimetric analysis. At the same time, modern charred paddies were made in helium by the laboratory method,
and the structural characteristics of them and the ancient ones were revealed using CP/MAS-13C-NMR. Our results show there are more aromatic moieties in ancient charred paddies compared to modern paddies. The aliphatic
components of modern charred paddies decrease continuously, accompanied by the accumulation of aromatic components, when the
duration and temperature of oxidation increase, and the structure buildings of modern charred paddies are more similar to
ancient ones. Given the planting manner of paddies during Majiabang culture period, these ancient charred paddies might be
a result of the original farming mode involving fire.
Supported by the National Natural Science Foundation of China (Grant No. 40571088) 相似文献
55.
Bedrock erosion due to hoeing as tillage technique in a hilly agricultural landscape,southwest China
Tillage on hillslopes may not only induce severe soil erosion, but may also cause bedrock erosion under certain conditions. Yet, little is known about bedrock erosion by tillage in a hilly agricultural landscape, southwest China. The aim of this study is to quantify the translocation of rock fragments derived from bedrock fragmentation by hoeing under different conditions, including slope gradient, hoeing depth and soil-covered thickness using a gravel tracing method. The reliability of the gravel tracing method was confirmed by the bedrock dyeing tracing method. Hoeing depth is a significant factor affecting the translocation rate of rock fragments (Qr ). Meanwhile, under the condition of overlying soil layers (0.06−0.10 m thick), the values of Qr were significantly smaller with a reduction of 20.7−25.6%, compared with rock fragmentation by hoeing for bare bedrock. However, slope gradient was found to have insignificant effects on Qr . Fractured bedrock moved as individual small fragments, which was mainly controlled by the hitting force of the hoe, while soil moved in the shape of lumps, which was dominated by both drag force of the hoe and gravity. This study suggests that hoeing into soil-covered bedrock can diminish bedrock erosion while providing soil matrix for shallow soil layers. Our work presents a quantitative assessment of bedrock erosion by hoeing and an underlying insight into characteristics of bedrock erosion by tillage operations in hilly agricultural regions with mudstone and shale, southwest China. © 2020 John Wiley & Sons, Ltd. 相似文献
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Granitic rocks usually exhibit strongly anisotropy due to pre-existing microcracks induced by long-term geological loadings.
The understanding of the rock anisotropy in mechanical properties is critical to a variety of rock engineering applications.
In this paper, Brazilian tests are conducted statically with a material testing machine and dynamically with a split Hopkinson
pressure bar system to measure both static and dynamic tensile strength of Barre granite. To understand the anisotropy in
tensile strength, samples are cored and labelled using the three principle directions of Barre granite to form six sample
groups. For dynamic tests, a pulse shaping technique is used to achieve dynamic equilibrium in the samples during the dynamic
test. The finite element method is then implemented to formulate equations that relate the failure load to the material tensile
strength by employing an orthotropic elastic material model. For samples in the same orientation group, the tensile strength
shows clear loading rate dependence. The tensile strengths also exhibit clear anisotropy under static loading while the anisotropy
diminishes as the loading rate increases, which may be due to the interaction of pre-existing microcracks. 相似文献
58.
1998年5月29日皮山县发生6.2级地震,震中距皮山县城约39km,震源深度为32km,烈度分布区为北西-南东走向的椭圆形,极震区烈度为Ⅶ度,个别点为Ⅷ度,地震使皮山县县城,9个乡,2个镇,2个农场,墨玉县部分地区遭到不同程度的损失。共计受伤人数为26人,其中重伤为2人,无家可归者人数为5566人,1392户,牲畜死亡4454头。地震造成的直接经济损失达5486.75万元。 相似文献
59.
Assessment of extreme drought and human interference on baseflow of the Yangtze River 总被引:2,自引:0,他引:2
Attention has been given to baseflow in large rivers, but up to now, no study on baseflow for the Yangtze River in combination with extreme drought and extensive human activities has been carried out. Discharge data in 2000–2005 and in the extreme drought years, 1978 and 2006, at stations along the main stream, lakes and distributaries of the Yangtze River were collected to analyse the features of baseflow in 2006 by using baseflow separation technique, HYSEP. It can be seen that the baseflow relative to the streamflow in 2006 was greater than those in other years. The variation of baseflow discharge in the Upper Yangtze River Stream (UYRS) was larger than that in the Mid‐Lower Yangtze River Stream (MLYRS). Human activities in MLYRS are more intensive than that in the UYRS and the baseflow discharge was greater. The baseflow is influenced by the extreme climate and human activities along the Yangtze River with the former being the dominant factor in 2006. The contribution of human interference to baseflow discharge was about 10% in 2006. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
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利用成熟的、性能优异的GMT和SAC作为后台处理软件,并辅以MySQL数据库系统来管理数据。实现了地震快速数据的自动、及时发布。 相似文献