全文获取类型
收费全文 | 2192篇 |
免费 | 418篇 |
国内免费 | 681篇 |
专业分类
测绘学 | 67篇 |
大气科学 | 79篇 |
地球物理 | 839篇 |
地质学 | 1621篇 |
海洋学 | 403篇 |
天文学 | 7篇 |
综合类 | 121篇 |
自然地理 | 154篇 |
出版年
2024年 | 7篇 |
2023年 | 25篇 |
2022年 | 44篇 |
2021年 | 76篇 |
2020年 | 108篇 |
2019年 | 116篇 |
2018年 | 116篇 |
2017年 | 86篇 |
2016年 | 104篇 |
2015年 | 148篇 |
2014年 | 129篇 |
2013年 | 150篇 |
2012年 | 154篇 |
2011年 | 159篇 |
2010年 | 151篇 |
2009年 | 159篇 |
2008年 | 155篇 |
2007年 | 134篇 |
2006年 | 161篇 |
2005年 | 142篇 |
2004年 | 133篇 |
2003年 | 102篇 |
2002年 | 87篇 |
2001年 | 96篇 |
2000年 | 78篇 |
1999年 | 96篇 |
1998年 | 54篇 |
1997年 | 50篇 |
1996年 | 50篇 |
1995年 | 41篇 |
1994年 | 44篇 |
1993年 | 33篇 |
1992年 | 29篇 |
1991年 | 26篇 |
1990年 | 18篇 |
1989年 | 6篇 |
1988年 | 7篇 |
1987年 | 3篇 |
1986年 | 3篇 |
1985年 | 3篇 |
1984年 | 3篇 |
1983年 | 1篇 |
1982年 | 1篇 |
1978年 | 2篇 |
1977年 | 1篇 |
排序方式: 共有3291条查询结果,搜索用时 109 毫秒
71.
岩层移动动态过程的离散单元法分析 总被引:2,自引:0,他引:2
采动覆岩动态发展过程受地质、采矿条件诸多因素的影响,是一个十分复杂的时空过程。通过离散单元法数值模拟,揭示了综放开采条件下采场上覆岩层动态发展规律,特别是覆岩离层缝隙的分布规律、发展形态、空间位置以及与地质采矿条件的关系,揭示了工作面推进过程中,采场上覆岩层中重新分布的应力大小、方向及其发展变化规律,该应力的存在和变化规律是确定井下开采方法、支护方式的依据。 相似文献
72.
73.
Several theoretical, empirical and semi-empirical methods are available in the literature to predict settlement of drilled
shafts in sandy soils. In the Arabian Gulf countries, specifically in the United Arab Emirates, equations and procedure from
the rest of the world are being used in analysis and design of drilled shafts without proper validation. It is the aim of
this study to assess the applicability and evaluate the accuracy of two well known, and commonly used methods for pile prediction
in the United Arab Emirates (UAE), namely Vesic (1977) and Poulos (1979), via comparison with data from field pile load tests
conducted on shafts drilled in the region. Some of these tests were conducted for the purpose of this study, while others
were made available through the courtesy of International Piling Contractors who are active in the region (e.g. Bauer International
and Swiss Borings). Pile load test data were analyzed to back-calculate the model parameters related to settlement under different
loading stages. Geological data and soil properties were obtained from studies conducted at the relevant sites. An effort
is made to correlate soil properties with the prediction models. Statistical analysis is conducted to assess the accuracy
of the results obtained from the two methods at different stages of loading via those obtained from pile load tests. Moreover,
a detailed parametric study is conducted to assess the effect of the related parameters on the predicted pile settlement and
the estimated settlement at different stages of loading. The study concluded with a recommendation of the most appropriate
models and procedures to be followed for predicting the settlement of drilled shafts in the UAE, together with useful charts
and correlation relations. Results showed that settlement values predicted by Vesic (1977) and Poulos (1979) overestimates
the true values.
This revised version was published online in July 2006 with corrections to the Cover Date. 相似文献
74.
75.
Roberto Torra 《中国地球化学学报》2004,23(3):220-237
Littoral siliciclastic shallow marine horizontal conformable beds (a heterolithic succession), Middle to Late Miocene, outcropping
in northeastern Argentina (Ituzaingó Formation) and overlying transitional conformable horizontal regolithic mantle-rock bed
derived from them (the Pampean and Post-Pampean Formations), were geochemically analyzed. The focus of this study is placed
on the application of geochemical parameter and signature analyses related with the aforementioned geological units, which
are of subcontinental extension into South America. The encountered results show an outstandingly similar geochemical behaviour
between them. The main conclusion is that regolithic mantle-rock beds were derived from the littoral shallow marine mudstone
(silty-argillaceous) beds. This is in oposition to previous aeolian processes proposed early in the 50’s and later. These
mudstone beds constitute important sections of the littoral shallow marine sequence beds (outcropping HST parasequence). Such
regolitization proposed for the Pampean and Post-Pampean Formations predominantly developed in-situ during the Late Pleistocene
and Holocene. The main erosional and mobilized agents were the surface free water (pluvial, fluvial and laminar water sheets)
and vadose water. So, the wind flows and/or the immense air flow hurricanes are of insignificant sedimentological influence.
Otherwise, there is not a proved appropiate sandy-silty reservoir for a reasonable support of the “aeolian hypothesis”, as
well as clear aeolian structures settled in the regolithic mantle-rock bed. In spite of these lines of equality textural-structural
evidence, the geochemical values for both major elements and trace elements, demonstrate that the Miocene heterolithic marine
succession was the mother rock of the overlying regolithic mantle-rock bed, which was formed as an in-situ mantle-rock bed. 相似文献
76.
Yongfu Xu 《Geotechnical and Geological Engineering》2004,22(4):611-625
It is difficult to determine the bearing capacity of a foundation in unsaturated expansive soil, although this is most important. The bearing capacity of unsaturated expansive soil is related to the drying and wetting environment. Swelling pressure occurs when the soil volume change is constrained as an expansive soil is inundated. The expansive lateral pressure, induced by the swelling pressure is similar to the passive earth pressure. By considering the effect of the expansive lateral pressure in Terzaghi's bearing capacity formula, the bearing capacity of unsaturated expansive soil is derived. Because it is very difficult to measure suction in situ, the bearing capacity is expressed using the expansive lateral pressure offers a feasible approach to calculate the bearing capacity of a foundation in unsaturated expansive soil, when suction is not measured. Plate load tests to measure the bearing capacity in situ were performed for the foundation in natural soil and saturated soil immersed by water. The verification of the bearing capacity formulae presented in this paper is conducted by comparing the predicted results with the results of the plate load tests on unsaturated expansive soils in Handan and Bingxia, China. 相似文献
77.
Beds comprising debrite sandwiched within co-genetic turbidite: origin and widespread occurrence in distal depositional environments 总被引:11,自引:0,他引:11
Co‐genetic debrite–turbidite beds occur in a variety of modern and ancient turbidite systems. Their basic character is distinctive. An ungraded muddy sandstone interval is encased within mud‐poor graded sandstone, siltstone and mudstone. The muddy sandstone interval preserves evidence of en masse deposition and is thus termed a debrite. The mud‐poor sandstone, siltstone and mudstone show features indicating progressive layer‐by‐layer deposition and are thus called a turbidite. Palaeocurrent indicators, ubiquitous stratigraphic association and the position of hemipelagic intervals demonstrate that debrite and enclosing turbidite originate in the same event. Detailed field observations are presented for co‐genetic debrite–turbidite beds in three widespread sequences of variable age: the Miocene Marnoso Arenacea Formation in the Italian Apennines; the Silurian Aberystwyth Grits in Wales; and Quaternary deposits of the Agadir Basin, offshore Morocco. Deposition of these sequences occurred in similar unchannellized basin‐plain settings. Co‐genetic debrite–turbidite beds were deposited from longitudinally segregated flow events, comprising both debris flow and forerunning turbidity current. It is most likely that the debris flow was generated by relatively shallow (few tens of centimetres) erosion of mud‐rich sea‐floor sediment. Changes in the settling behaviour of sand grains from a muddy fluid as flows decelerated may also have contributed to debrite deposition. The association with distal settings results from the ubiquitous presence of muddy deposits in such locations, which may be eroded and disaggregated to form a cohesive debris flow. Debrite intervals may be extensive (> 26 × 10 km in the Marnoso Arenacea Formation) and are not restricted to basin margins. Such long debris flow run‐out on low‐gradient sea floor (< 0·1°) may simply be due to low yield strength (? 50 Pa) of the debris–water mixture. This study emphasizes that multiple flow types, and transformations between flow types, can occur within the distal parts of submarine flow events. 相似文献
78.
79.
长江干流主要营养盐含量的变化特征——1998~1999年日中合作调查结果分析 总被引:18,自引:0,他引:18
根据1998年和1999年秋季在长江干流从重庆至长江口进行的纵向采样和分析,对长江干流的各态氮、磷含量的沿江变化进行研究。从整体上了解长江干流的水质变化特性,特别是营养盐含量的分布状况。研究结果表明,长江干流的SS浓度很高,介于50~400 mg/l。TN、TP浓度分别在70~110 滋mol/L、2~25 滋mol/L之间,前者以NO3-N为主,后者以PTP为主,PO4-P含量仅占TP的10%~20%。DIN/PO4-P的比值在70~160之间,远高于浮游植物生长P限制值,表明长江口及临近海域中P可能是生物生命活动的主要限制因素。葛洲坝水库对SS、TP、TN、NH4-N、BOD、COD等水质有一定的净化作用。长江水体在通过各大城市以及两大湖泊时,BOD、NH4-N负荷的增加迅速,特别是通过重庆、武汉、南京、上海及洞庭湖和鄱阳湖之后尤为明显。N、P含量的上升与人口增长、生活污水排放量及流域内化肥施用量增加有关。洞庭湖和鄱阳湖水系以及周围的面源负荷,对长江流域的营养盐变动有很大的影响。 相似文献
80.
Molly Pohl 《The Professional geographer》2004,56(3):422-431
Dams are a major source of fragmentation and degradation of rivers. Although substantial research has been conducted on the environmental impacts of large structures in the United States, smaller dams have received less attention. This study evaluated the impact of two dams of moderate size, the Elwha Dams, on the downstream channel system using field data collection at river cross‐sections. The relationship of average boundary shear stress (τo) to critical shear stress (τcr) served as the basis for determining channel bed material mobility under the two‐year and ten‐year flood events. The channel had the greatest channel bed mobility at the natural cross‐section upstream from the dams, low bed mobility between the structures, and an increase in channel bed mobility in the low gradient river segment near the mouth of the river. Low bed mobility tended to be associated with a lack of channel system complexity, including reduction or loss of bars and low alluvial terraces and their associated young riparian communities. Although these run‐of‐the‐river dams do not modify streamflow greatly, the loss of sediment from the channel system has had a substantial impact on bed mobility and geomorphic and biotic complexity of the Elwha River. 相似文献