全文获取类型
收费全文 | 1132篇 |
免费 | 161篇 |
国内免费 | 407篇 |
专业分类
测绘学 | 147篇 |
大气科学 | 50篇 |
地球物理 | 203篇 |
地质学 | 871篇 |
海洋学 | 164篇 |
天文学 | 108篇 |
综合类 | 57篇 |
自然地理 | 100篇 |
出版年
2024年 | 4篇 |
2023年 | 8篇 |
2022年 | 26篇 |
2021年 | 43篇 |
2020年 | 46篇 |
2019年 | 49篇 |
2018年 | 34篇 |
2017年 | 47篇 |
2016年 | 57篇 |
2015年 | 61篇 |
2014年 | 81篇 |
2013年 | 93篇 |
2012年 | 67篇 |
2011年 | 90篇 |
2010年 | 95篇 |
2009年 | 82篇 |
2008年 | 63篇 |
2007年 | 61篇 |
2006年 | 82篇 |
2005年 | 89篇 |
2004年 | 62篇 |
2003年 | 63篇 |
2002年 | 35篇 |
2001年 | 50篇 |
2000年 | 38篇 |
1999年 | 42篇 |
1998年 | 43篇 |
1997年 | 28篇 |
1996年 | 28篇 |
1995年 | 17篇 |
1994年 | 26篇 |
1993年 | 13篇 |
1992年 | 15篇 |
1991年 | 20篇 |
1990年 | 8篇 |
1989年 | 6篇 |
1988年 | 11篇 |
1987年 | 6篇 |
1986年 | 2篇 |
1985年 | 2篇 |
1984年 | 1篇 |
1983年 | 1篇 |
1982年 | 4篇 |
1972年 | 1篇 |
排序方式: 共有1700条查询结果,搜索用时 15 毫秒
21.
Nagaratnam Sivakugan Kirralee Rankine Rudd Rankine 《Geotechnical and Geological Engineering》2006,24(3):661-673
Permeability is one of the most important parameters in the design of hydraulic backfilling of mine stopes. A simple and reproducible
method was developed for preparing reconstituted hydraulic fill sample in the laboratory, that is representative of the hydraulic
fill in the mine stope, replicating the slurry sedimentation process taking place in the mine. Constant head and falling head
permeability tests were carried out on the samples, giving consistent results. A brick permeameter was developed to study
the flow characteristics of the porous barricade bricks under one-dimensional flow, simulating the flow conditions in the
mine. Three different methods were used to determine the permeability of the brick and the results showed very good agreement.
This is the first rational attempt to measure the permeability of the porous barricade bricks that are used to close the horizontal
access drives in the mines, thus retaining the hydraulic fill. The measurements show that the permeability of the barricade
brick is about two to three orders of magnitude greater than that of the hydraulic fill. 相似文献
22.
John R. Greenwood Joanne E. Norris Jo Wint 《Geotechnical and Geological Engineering》2006,24(3):467-481
The procedure for geotechnical site investigation is well established but little attention is currently given to investigating
the potential of vegetation to assist with ground stability. This paper describes how routine investigation procedures may
be adapted to consider the effects of the vegetation. It is recommended that the major part of the vegetation investigation
is carried out, at relatively low cost, during the preliminary (desk) study phase of the investigation when there is maximum
flexibility to take account of findings in the proposed design and construction. The techniques available for investigation
of the effects of vegetation are reviewed and references provided for further consideration. As for general geotechnical investigation
work, it is important that a balance of effort is maintained in the vegetation investigation between (a) site characterisation
(defining and identifying the existing and proposed vegetation to suit the site and ground conditions), (b) testing (in-situ and laboratory testing of the vegetation and root systems to provide design parameters) and (c) modelling (to analyse the
vegetation effects). 相似文献
23.
理学3080E3型X射线荧光光谱仪维修实例 总被引:2,自引:0,他引:2
介绍理学3080E3型X射线荧光光谱仪样品驱动单元及高压发生器部分的故障现象及维修实例。 相似文献
24.
月球某些资源的开发利用前景 总被引:18,自引:0,他引:18
21世纪月球探测的主要趋势是建立月球基地,开发利用月球的矿产资源,能源和特殊环境,为人类社会的可持续发展发挥长期而有效的支撑作用,通过对月海玄武岩中的钛铁矿,克里普岩中的U,Th,REE和月壤中的拟-3在月面的含量与分布的系统分析,月海玄武碉中蕴藏有极丰富的钛铁矿,TiO2总资源量超过70万亿t,钛铁矿还是月球基地生产水和火箭燃料的主要原料;克里普岩是未来月球探测与研究的热点之一,其蕴藏有巨量的铀,钍,钾,磷和稀土元素资源;月壤长期受到太阳风的辐射,使其蕴藏有极其丰富的氢,氦,氧,氮等气体资源,其中氦-3的资源量大于100万t,它是一种可供人类社会长期使用的,安全,清洁,高效,廉价的核聚变发电燃料,其含量与月壤的化学成分,矿物组分,颗粒大小等有密切的关系。 相似文献
25.
26.
27.
建立了用单道扫描电感耦合等离子体发射光谱法测定珊瑚礁中主量和微量元素的方法。珊瑚礁样品经酸溶解后,直接进行Ca、Mg、K、Na、V、Sr、Ba、Co、Ni、Pb、Li、Rb的测定,方法检出限为0.0004~0.1mg/L,精密度RSD<5%(n=6),样品的加标回收率为97%~105%。测定w(CaO)为50%的样品,结果与传统的EDTA容量法相符。方法经碳酸盐岩石国家一级标准物质验证可行,已用于大批量的珊瑚礁样品的测定。 相似文献
28.
钾-氩和氩-氩定年样品的送样要求及预处理 总被引:11,自引:1,他引:11
介绍了K-Ar和Ar-Ar法定年样品的送样要求及实验室预处理程序,样品粒度以250~180μm为宜;用量则视样品的K含量和年龄情况而定,K含量越高、年龄越老,所需样品量越少,多数样品的用量在几十至几百毫克;对于年龄情况不清楚的样品,10~20g手标本或者1~2g合适粒度的样品可以保证用量。全岩样品常受蚀变和捕虏晶的影响,有效的预处理可以在很大程度上消除这些干扰因素。文章还介绍了用稀HNO3消除碳酸盐、1.7mol/L HF消除轻微蚀变的影响以及电磁选剔除捕虏晶的实验过程。 相似文献
29.
加卸载响应比(LURR)理论的实验研究 总被引:13,自引:1,他引:13
利用大尺度岩石试件破坏声发射实验,对加卸载响应比(Load/Unload Response Ratio)理论进行了实验研究。实验采用的加载条件力求能够模拟地下岩石的复杂受力过程。在加载过程中,岩石试件内部出现的损伤用声发射技术进行了记录。实验数据经过分析之后所得的结论与加卸载响应比理论预测的结果相符合。把加卸载响应比值Y的变化情况与声发射事件定位的过程相对比,也可以进一步看出岩石材料内部的损伤发展过程与加卸载响应比Y值的变化具有一致性。而高Y值的异常情况出现,又是在材料发生最终破坏之前,所以,可以用加卸载响应比理论定量地分析岩石试件损伤演化情况,从而对岩石材料的破坏及地震做出预测。实验结果再一次验证了加卸载响应比理论。 相似文献
30.
Summary ¶Rock zones containing a high fracture density and/or soft, low cohesion materials can be highly problematic when encountered during tunnel excavation. For example in the eastern Aar massif of central Switzerland, experiences during the construction of the Gotthard highway tunnel showed that heavily fractured areas within shear zones were responsible for overbreaks in the form of chimneys several metres in height. To understand and estimate the impact of the shear zones on rock mass behaviour, knowledge concerning the rock mass strength and deformation characteristics is fundamental. A series of laboratory triaxial tests, performed on samples from granite- and gneiss-hosted shear zones revealed that with increasing degree of tectonic overprint, sample strength decreases and rock behaviour shows a transition from brittle to ductile deformation. These trends may be explained by increasing fracture densities, increasing foliation intensity, increasing thickness of fine-grained, low cohesion fracture infill, and increasing mica content associated with the increasing degree of tectonic overprint. As fracture density increases and the influence of discrete, persistent discontinuities on rock mass strength decreases, behaviour of the test samples becomes more and more representative of rock mass behaviour, i.e. that of a densely fractured continuum. For the purpose of numerical modeling calculations, the shear zones may be subdivided with respect to an increasing fracture density, foliation intensity and mica content into a strongly foliated zone, a fractured zone and a cohesionless zone, which in turn exhibit brittle, brittle-ductile and ductile rock mass constitutive behaviour, respectively.Received December 17, 2001; accepted January 9, 2003
Published online April 29, 2003 相似文献