全文获取类型
收费全文 | 53818篇 |
免费 | 9441篇 |
国内免费 | 12384篇 |
专业分类
测绘学 | 4157篇 |
大气科学 | 6132篇 |
地球物理 | 11457篇 |
地质学 | 31085篇 |
海洋学 | 6447篇 |
天文学 | 3477篇 |
综合类 | 3549篇 |
自然地理 | 9339篇 |
出版年
2024年 | 266篇 |
2023年 | 657篇 |
2022年 | 1758篇 |
2021年 | 2163篇 |
2020年 | 2118篇 |
2019年 | 2611篇 |
2018年 | 2012篇 |
2017年 | 2156篇 |
2016年 | 2225篇 |
2015年 | 2519篇 |
2014年 | 3220篇 |
2013年 | 3505篇 |
2012年 | 3280篇 |
2011年 | 3550篇 |
2010年 | 3122篇 |
2009年 | 3658篇 |
2008年 | 3644篇 |
2007年 | 3778篇 |
2006年 | 3791篇 |
2005年 | 3380篇 |
2004年 | 3023篇 |
2003年 | 2817篇 |
2002年 | 2461篇 |
2001年 | 2136篇 |
2000年 | 2064篇 |
1999年 | 1793篇 |
1998年 | 1547篇 |
1997年 | 1187篇 |
1996年 | 991篇 |
1995年 | 837篇 |
1994年 | 779篇 |
1993年 | 635篇 |
1992年 | 473篇 |
1991年 | 397篇 |
1990年 | 260篇 |
1989年 | 234篇 |
1988年 | 174篇 |
1987年 | 103篇 |
1986年 | 64篇 |
1985年 | 59篇 |
1984年 | 38篇 |
1983年 | 28篇 |
1982年 | 16篇 |
1981年 | 20篇 |
1980年 | 15篇 |
1979年 | 7篇 |
1978年 | 24篇 |
1976年 | 5篇 |
1971年 | 5篇 |
1954年 | 7篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
961.
The climatic zones where residual soils occur are often characterized by alternate wet and dry seasons. Laboratory studies
of earlier workers have established that the alternate wetting and drying process affects the swell-shrink potentials, water
content, void ratio and particle cementation of expansive soils. The influence of cyclic wetting and drying on the collapse
behaviour of residual soils has not been examined. This paper examines the influence of alternate wetting and drying on the
collapse behaviour of compacted residual soil specimens from Bangalore District. Results of such a study are useful in anticipating
changes in collapse behaviour of compacted residual soil fills. Experimental results indicated that the cyclic wetting and
drying process increased the degree of expansiveness of the residual soils and reduced their collapse tendency. Changes in
the swell/collapse behaviour of compacted residual soil specimens from wetting drying effects are attributed to reduction
in water content, void ratio and possible growth of cementation bonds. 相似文献
962.
Palestinian suicide terrorism has been a key feature in the latest phase of the Israeli–Palestinian conflict. During the past decade, and particularly since September 2000, there has been a substantial increase in the use of this type of warfare. Recent studies suggest that, contrary to common belief, suicide terrorism is highly rational and driven by strategic considerations. This article explores the rationality of Palestinian suicide terrorism from a geographical perspective. It is argued that suicide terrorism works along two parallel paths: rationality and randomness. It complies with geographical fundamentals, and target selection is highly rational, subject to spatial considerations such as distance, agglomeration, and accessibility. As the permeability to Israel became more difficult, suicide bombers and their organizers had to adopt more flexible practices which emphasized other spatial considerations. Timing is of importance both for strategic and tactical reasoning. Obstructing negotiations and peace talks has been a salient objective, but the exact timing of suicide bombings has been influenced by tactical considerations, which aim at maximizing casualties. 相似文献
963.
A. B. Yavuz 《Environmental Geology》2006,51(2):211-227
?zmir is the third largest city in Turkey and has being the centre of art, culture, tourism and trade activities throughout the 5,000 years of its history. Natural stones brought from different parts of the world have been widely used for construction of the prestigious buildings, monuments and roads etc., in the past in the city. Renovation of the street pavements and public gathering areas in the city centre has been undertaken by the Metropolitan Municipality in 2000 and continued through the year of 2001. These renovation activities have mainly been carried out in the streets running parallel to the sea shore. Volcanic rocks brought from the Central Anatolia Ankara-Gölba?? (andesites) and Kayseri-?ncesu (tuffs) have been used in the renovation works. These rocks have shown extensive deteriorations within 4 years of their usage between 2001 and 2005 under the influence of different environmental factors. In this study, the deteriorations developed in the recently placed volcanic rocks used as kerb and pavement stones in the city centre of ?zmir in the light of their mineralogical, chemical, physical and mechanical properties, used locations and the environmental factors are presented. 相似文献
964.
江西省宜春城区地面塌陷特征及防治建议 总被引:2,自引:0,他引:2
宜春城区属岗阜低丘地形,分布石炭系-二叠系覆盖型及裸露型碳酸盐岩,占城区面积近70%。浅部岩溶发育,覆盖层厚度一般小于20m,土洞较多,基岩面起伏大,第四系岩性结构复杂,地下水埋藏浅。由于抽采地下水及建筑施工振动等人为因素影响,诱发地面塌陷12处,造成重大经济损失。在城市规划功能布局时应充分考虑地面塌陷的易发程度及场地建设适宜性;应限制诱发塌陷因素的强度,在易发区须严格控制地下水开采,严禁新建开采井;塌陷治理的主要方法有填堵、跨越、灌注、深基础控制抽排水强度、及其它综合治理或避让方法,同时做好灾害的监测预报工作。 相似文献
965.
河北省邯邢东部平原区(冀南凹陷)地热资源的利用与开发 总被引:1,自引:0,他引:1
邯邢东部平原区温增温率3℃/100m,被任为是不宜开采利用的“非地热异常区”。但近几年来在该区已成功施工了井深1500~1800m的探采结合地热井拾余口,井口出水温度达50℃以上,证实了邯邢东部平原区地热开发利用前景广阔。根据该区域地热条件背景及地热资源赋存特点,结合该区近几年地热探采施工体会,对地热井成井工艺和合理开发利用地热资源的提出了有益见解,对类似平原区地热资源的开发利用具有一定的启发和借鉴意义。 相似文献
966.
推进煤矸石资源化利用的对策建议 总被引:10,自引:0,他引:10
煤矸石是我国排放量和堆存量最大的工业固体废弃物之一,但又是可以利用的资源,只要加以资源化利用,就能会变废为宝。在研究我国煤矸石综合利用现状的基础上,指出了煤矸石综合利用中存在的主要问题,从制定规划、完善经济政策、加强法制建设等方面提出了加快推进煤矸石资源化利用的建议。 相似文献
967.
我国煤炭资源开发利用中某些问题的探讨 总被引:3,自引:0,他引:3
针对我国煤炭资源开发利用中存在的诸如煤炭资源的低效率应用、无序开采、生态环境恶化等问题,指出了我国煤炭资源管理法规中存在的问题,提出了加强煤炭资源开发管理、构建煤炭循环经济体系、加大安全投入、加强煤炭矿区环境的治理和保护、健全有偿使用资源法规制度等对策。 相似文献
968.
通过对邯郸市某车间地基的勘察.分析和探讨了新近沉积粉细砂地层的勘察手段、其物理力学性质,及其利用载荷试验确定承载力的标准取得了较为满意的结果,提出的一些分析方法,对新近沉积的粉细砂地层的勘察具有一定的借鉴作用。 相似文献
969.
Residential RC framed structures suffered heavily during the 2001 Bhuj earthquake in Gujarat, India. These types of structures
also saw severe damage in other earthquakes such as the 1999 Kocaeli earthquake in Turkey and 921 Ji-Ji earthquake in Taiwan.
In this paper the seismic response of residential structures was investigated using physical modelling. Idealised soft storey
and top heavy, two degrees of freedom (2DOF) portal frame structures were developed and tested on saturated and dry sand models
at 25 g using the Schofield Centre 10-m Beam Centrifuge. It was possible to recreate observed field behaviour using these
models. As observed in many of the recent earthquakes, soft storey structures were found to be particularly vulnerable to
seismic loads. Elastic response spectra methods are often used in the design of simple portal frame structures. The seismic
risk of these structures can be significantly increased due to modifications such as removal of a column or addition of heavy
water tanks on the roof. The experimental data from the dynamic centrifuge tests on such soft storey or top-heavy models was
used to evaluate the predictions obtained from the response spectra. Response spectra were able to predict seismic response
during small to moderate intensity earthquakes, but became inaccurate during strong earthquakes and when soil structure interaction
effects became important. Re-evaluation of seismic risk of such modified structures is required and time domain analyses suggested
by building codes such as IBC, UBC or NEHRP may be more appropriate. 相似文献
970.
Abdullah Al-Khanbashi Shihab W. Abdalla 《Geotechnical and Geological Engineering》2006,24(6):1603-1625
This study reports on waterborne polymer emulsion systems that were used for structural modification of sandy soils. The first
emulsion used was a styrene-acrylic, copolymer emulsion; the second and third were vinyl-acrylic, copolymer-based emulsions.
Specimens were prepared by adding different polymer emulsions to the sand and water in prescribed amounts. The performance
of the different emulsion systems as sand stabilizers was estimated through measurement of the hydraulic conductivity and
compressive strength. Measurements of hydraulic conductivity were conducted in a flexible membrane test apparatus. The hydraulic
conductivity for the three emulsions decreased at different rates, with an increase in polymer content up to 3 wt. (i.e.,
% by weight). Additional increase of polymer content did not introduce significant decrease in hydraulic conductivity, and,
at 5 wt.%, the three emulsions had essentially the same effect. Measurements made on dry cylindrical specimens disclosed remarkable
enhancement in the mechanical behavior of the system. The compressive strength and modulus of elasticity of the examined emulsions
increased with a higher concentration of polymer. Scanning electron microscope (SEM) revealed that the reduction in the permeability
and the improved mechanical properties can be attributed to three dominant structural changes: the development of interconnecting
ties between the sand particles, the development of adhesion between neighboring sand particles in contact, and the covering
of the sand particles with a thin polymer film. 相似文献