全文获取类型
收费全文 | 4060篇 |
免费 | 611篇 |
国内免费 | 1004篇 |
专业分类
测绘学 | 53篇 |
大气科学 | 657篇 |
地球物理 | 731篇 |
地质学 | 1944篇 |
海洋学 | 552篇 |
天文学 | 624篇 |
综合类 | 103篇 |
自然地理 | 1011篇 |
出版年
2024年 | 13篇 |
2023年 | 48篇 |
2022年 | 138篇 |
2021年 | 135篇 |
2020年 | 201篇 |
2019年 | 204篇 |
2018年 | 173篇 |
2017年 | 165篇 |
2016年 | 181篇 |
2015年 | 173篇 |
2014年 | 225篇 |
2013年 | 278篇 |
2012年 | 239篇 |
2011年 | 271篇 |
2010年 | 208篇 |
2009年 | 268篇 |
2008年 | 283篇 |
2007年 | 311篇 |
2006年 | 304篇 |
2005年 | 233篇 |
2004年 | 262篇 |
2003年 | 231篇 |
2002年 | 176篇 |
2001年 | 152篇 |
2000年 | 123篇 |
1999年 | 123篇 |
1998年 | 107篇 |
1997年 | 108篇 |
1996年 | 63篇 |
1995年 | 75篇 |
1994年 | 44篇 |
1993年 | 38篇 |
1992年 | 27篇 |
1991年 | 19篇 |
1990年 | 14篇 |
1989年 | 14篇 |
1988年 | 12篇 |
1987年 | 6篇 |
1986年 | 5篇 |
1985年 | 6篇 |
1984年 | 8篇 |
1983年 | 3篇 |
1982年 | 4篇 |
1981年 | 2篇 |
1980年 | 1篇 |
1978年 | 1篇 |
排序方式: 共有5675条查询结果,搜索用时 187 毫秒
991.
古尔班通古特沙漠南部风沙土粒度分布的空间异质性 总被引:10,自引:4,他引:6
系统采集古尔班通古特沙漠南部典型地段纵向沙垄和垄间地浅层风沙土(0~30 cm)样184件,运用常规粒度分析和地统计分析方法研究了古尔班通古特沙漠南部沙垄不同部位风沙土粒度组成、分布特征及空间变异。结果显示:风沙土机械组成的优势粒级是细沙和极细沙,不同地貌部位粒级组成差异明显。粘土和粉沙的含量为垄间地高于沙垄,背风坡高于迎风坡和垄顶。极细沙和细沙的含量是迎风坡最高,垄顶最低。中沙、粗沙和极粗沙的含量则是垄间地低于沙垄,垄顶最高。风沙土粗物质粒径φ1和平均粒径Mz从垄间地→背风坡→迎风坡→垄顶均由细变粗,分选系数σ则由差变好。同时,φ1、Mz和σ具有中等-强空间自相关性,其空间相关范围(变程)大小顺序为φ1<σ相似文献
992.
Hongchun Wang Ping Jin Changzhou Pan Weiguo Xiao Northwest Institute of Nuclear Technology Xi'an China 《地震学报(英文版)》2009,(1):13-20
The relative amplitude method(RAM) is more suitable for source inversion of low magnitude earthquakes because it avoids the modeling of short-period waveforms.We introduced an improved relative amplitude method(IRAM) which is more robust in practical cases.The IRAM uses a certain function to quantify the fitness between the observed and the predicted relative amplitudes among direct P wave,surface reflected pP and sP waves for a given focal mechanism.Using the IRAM,we got the fault-plane solutions of two ea... 相似文献
993.
994.
995.
振动频率对饱和砂土液化强度的影响 总被引:4,自引:0,他引:4
采用“土工静力-动力液压三轴-扭转多功能剪切仪”对饱和砂土进行了一系列动三轴实验,探讨了振动频率对液化强度数值的影响程度。在1.0、1.5固结比和0.05、0.10、1.00Hz振动频率条件下,针对相对密实度分别为70%、28%的密砂和松砂进行了100、200、300kPa围压和100kPa围压条件下的液化强度实验。实验结果表明,饱和密砂和松砂在各种固结条件下,液化强度随着振动频率的增大而增大,相同破坏振次时,各种实验条件下的液化强度与振动频率的关系在双对数坐标上均符合线性关系;振动频率由0.05Hz变化到1.00Hz时,液化强度相差达25%以上;动强度指标翰值随振动频率的增大而增大,最大相差12.2%;随着振动频率的增大,砂土达到液化破坏所需的时间明显缩短;振动频率对松砂液化强度的影响比对密砂的影响更为显著。 相似文献
996.
Pelin Tohumcu Özener Kutay Özaydın Mehmet M. Berilgen 《Bulletin of Earthquake Engineering》2009,7(1):199-219
This paper presents the results of shaking table model tests which were carried out to investigate the pore water pressure
generation and related liquefaction mechanism in layered sand deposits. The experiments were performed on uniform sand columns,
silt interlayered sand columns and two layered sand columns deposited at various relative densities and subjected to different
input excitations. During the experiments excess pore water pressures were measured by pore pressure transducers installed
at three different depths and, surface settlements and thickness of water film developed under less permeable inclusions were
measured by a digital camera. The experimental results are discussed and compared to demonstrate the effects of relative density,
input acceleration and presence of a silt seam on the generation of excess pore water pressure in sand deposits subjected
to dynamic loading. The results showed that the presence of a less permeable silt interlayer within the sand deposit and existence
of a loose sand layer underlying dense sand deposits can have significant effect on the pore water pressure generation mechanism. 相似文献
997.
Stefan Jansen Eva Walpersdorf Ursula Werner Markus Billerbeck Michael E Böttcher Dirk de Beer 《Ocean Dynamics》2009,59(2):317-332
In this article, we describe the dynamics of pH, O2 and H2S in the top 5–10 cm of an intertidal flat consisting of permeable sand. These dynamics were measured at the low water line
and higher up the flat and during several seasons. Together with pore water nutrient data, the dynamics confirm that two types
of transport act as driving forces for the cycling of elements (Billerbeck et al. 2006b): Fast surface dynamics of pore water chemistry occur only during inundation. Thus, they must be driven by hydraulics (tidal
and wave action) and are highly dependent on weather conditions. This was demonstrated clearly by quick variation in oxygen
penetration depth: Seeps are active at low tide only, indicating that the pore water flow in them is driven by a pressure
head developing at low tide. The seeps are fed by slow transport of pore water over long distances in the deeper sediment.
In the seeps, high concentrations of degradation products such as nutrients and sulphide were found, showing them to be the
outlets of deep-seated degradation processes. The degradation products appear toxic for bioturbating/bioirrigating organisms,
as a consequence of which, these were absent in the wider seep areas. These two mechanisms driving advection determine oxygen
dynamics in these flats, whereas bioirrigation plays a minor role. The deep circulation causes a characteristic distribution
of strongly reduced pore water near the low water line and rather more oxidised sediments in the centre of the flats. The
two combined transport phenomena determine the fluxes of solutes and gases from the sediment to the surface water and in this
way create specific niches for various types of microorganisms. 相似文献
998.
杭州地铁储气砂土的渗气性试验研究 总被引:3,自引:1,他引:2
浅层气地质灾害对工程的影响日益受到重视,认清储气土层的气渗透特性是采取积极有效工程措施防治灾害影响的基础。以杭州地铁所遇的储气砂为研究对象,利用自制的渗气性量测装置对其进行了系统的试验研究。结果表明:地铁工程所遇的浅层气储气砂层属渗透性极好储层,渗透率达2 960×10-3 ?m2;砂土中气渗透规律符合达西定律;饱和度较低时,含水率的增加对砂土的渗气性影响很小;随着饱和度的增加,气渗透性逐渐减弱,在饱和度大于80 %后,渗气系数急剧减小直至完全不透气;饱和度的变化相对于干密度对储气砂土的渗气性影响更为显著。 相似文献
999.
颗粒破碎及剪胀对钙质砂抗剪强度影响研究 总被引:4,自引:1,他引:3
钙质砂是海洋沉积物中的一种,富含碳酸钙或其他难溶碳酸盐类物质的特殊介质。由于其颗粒质脆,受力后易产生破碎,表现出与常规陆源砂不同的力学性质。通过对取自南沙群岛永暑礁附近海域的钙质砂进行三轴剪切试验,分析了钙质砂颗粒破碎与剪胀对其抗剪强度的影响。试验结果表明,颗粒破碎与剪胀对钙质砂强度有着重要影响,低围压下剪胀对其强度的影响远大于颗粒破碎,随着围压的增加,钙质砂颗粒破碎加剧,剪胀影响越来越小,而颗粒破碎的影响则越来越显著;颗粒破碎对强度的影响随着围压的增大而增大,当破碎达到一定程度后颗粒破碎渐趋减弱,其影响也渐趋于稳定。 相似文献
1000.