全文获取类型
收费全文 | 204篇 |
免费 | 42篇 |
国内免费 | 17篇 |
专业分类
测绘学 | 1篇 |
地球物理 | 70篇 |
地质学 | 50篇 |
海洋学 | 132篇 |
综合类 | 5篇 |
自然地理 | 5篇 |
出版年
2024年 | 2篇 |
2023年 | 7篇 |
2022年 | 16篇 |
2021年 | 6篇 |
2020年 | 14篇 |
2019年 | 10篇 |
2018年 | 16篇 |
2017年 | 15篇 |
2016年 | 8篇 |
2015年 | 8篇 |
2014年 | 11篇 |
2013年 | 14篇 |
2012年 | 10篇 |
2011年 | 7篇 |
2010年 | 12篇 |
2009年 | 13篇 |
2008年 | 6篇 |
2007年 | 9篇 |
2006年 | 13篇 |
2005年 | 10篇 |
2004年 | 13篇 |
2003年 | 6篇 |
2002年 | 5篇 |
2001年 | 9篇 |
2000年 | 5篇 |
1999年 | 3篇 |
1998年 | 5篇 |
1997年 | 2篇 |
1995年 | 1篇 |
1994年 | 1篇 |
1993年 | 1篇 |
1992年 | 1篇 |
1991年 | 2篇 |
1990年 | 1篇 |
1989年 | 1篇 |
排序方式: 共有263条查询结果,搜索用时 125 毫秒
201.
202.
海上风电基础局部冲刷会影响风电结构的稳定,对海上风电的安全运行至关重要。以四腿群桩导管架基础为研究对象,对潮流条件下基础局部冲刷开展试验研究。试验结果表明:0°水流条件下,最大冲刷深度为1.05倍桩径;45°水流条件下,最大冲刷深度为0.97倍桩径。并探索了新型蜂巢结构在群桩基础防冲刷中的应用,设计了蜂巢格室防护方案,发现在蜂巢防护情况下,两个流向作用于四腿群桩基础时最大冲刷深度仅为无防护情况下的27.3%和25.9%,表明蜂巢格室在海上风电基础的冲刷防护方面具有良好效果,在实际工程中具有较大的应用潜力。 相似文献
203.
This paper presents the results of comprehensive laboratory experiments to investigate the effects of hooked-collar on the scour development around a vertical pier with a lenticular cross section. The flow around the pier was uniform, steady, and under the clear-water condition. The axial scour profiles for cases without and with a lenticular hooked-collar were measured and the effects of hooked-collar dimensions and elevation from the bed were examined. To compute the efficiency of hooked-colla... 相似文献
204.
Numerical modeling of local scour of non-uniform graded sediment for two arrangements of pile groups
A three-dimensional(3D) non-hydrostatic numerical model is established to investigate local scour around four aligned circular piles in uniform and non-uniform sediment mixtures and to provide information for improving scour countermeasures design. In the current study, unsteady Reynolds averaged Navier-Stokes(URANS) equations along with a Re-normalization Group(RNG) k-ε model were applied to simulate the flow field. A non-uniform sediment transport model was applied to estimate the bedload tran... 相似文献
205.
This paper presents results of one-g shake-table tests on scoured pile-group-supported bridge models in saturated (liquefiable) and dry (nonliquefiable) sands. The primary objective is to reveal the influence of liquefaction on seismic demands and failure mechanism of scoured bridges. To this end, two identical models, each consisting of a 2 × 2 reinforced concrete pile-group with a center-to-center spacing of 3 times pile diameter, a cap and a single pier with a lumped iron block, were constructed and embedded into saturated and dry sands, respectively, with the same scour depth of 4 times pile diameter. Typical test results, including excess pore pressure, acceleration and displacement demands are interpreted first, followed by the focus on curvature demands and associated seismic failure mechanism identification. Finally, inertial and kinematic effects on pile curvature demands are estimated using cross-correlation analyses. Results show that near-pile liquefied soils exhibit more remarkable dilation tendency as compared to far field. For bridges under the given scour depth, soil liquefaction tends to significantly affect the failure modes via transferring damage positions from pier bottom to pile head and meanwhile from underground pile to pile head. In addition, pile group effects appear to be significant in nonliquefiable soils while to be relatively inessential in liquefied soils. Moreover, the inertial effect is more prominent in nonliquefiable soils, while the kinematic effect itself generally appears to be more significant in liquefiable soils. The test results can be used to validate numerical models for future studies. 相似文献
206.
基于水槽实验,研究植物对孤立波作用下直立堤局部冲刷的影响。通过改变实验入射波高、植物带的宽度和密度,分析各要素对直立堤局部冲刷的影响。实验对波高沿程变化、孤立波越堤、回落过程以及地形演变进行全程的测量和记录,并进行有无植物带保护的直立堤局部冲刷对比分析。结果表明,植物带的存在,使得堤后相对最大冲刷深度显著减小,堤前冲刷形态由单峰式"L"型变为双峰式淤积沙坝形态,且冲刷位置由原堤脚前移至植物带所在位置,冲刷范围大幅增加。减小植物带密度或者植物带宽度会使近岸侧或是离岸侧的相对最大冲刷深度和相对最大淤积高度有增大的趋势,但是当入射波高增大时,二者的影响不显著。该研究对实际工程中植物带的合理布置提出了具有参考性的建议,对减少堤防工程的冲刷和损失有一定现实意义。 相似文献
207.
208.
长江口南北港分汊口河段新浏河沙护滩潜堤及南沙头通道潜堤工程是典型的航道整治工程,经调查发现限流潜堤冲刷坑在两侧余排外对称分布,12 m以深等深线呈不连续坑状,南侧个别区段冲刷坑已侵入排内。基于工程地形监测和地质资料分析,通过现场水深测量、旁扫声纳扫测、潜水探摸、水文观测和三维潮流数学模型计算等手段,对限流潜堤排外局部冲刷情况和发生原因进行研究。研究结果表明潜堤排外冲刷是越顶水流长期作用所致,冲刷发展变化具有代表性,冲刷最大深度与地质条件有一定相关性。潜堤南侧护底余排边缘局部余排受外力损毁,引起排内冲刷,如进一步发展会影响堤身及结构安全,需对护底损坏部位进行修复以保证整治建筑物护底功能正常发挥。 相似文献
209.
Micromorphology of ice keel scour in pebbly sandy mud and fine‐grained sands: Scarborough Bluffs,Ontario, Canada 下载免费PDF全文
The keels of icebergs and ice‐pressure ridges plough through unconsolidated sea/lake sediments gouging out long grooves known as ice keel scour marks. Although the surface and (more recently) subsurface morphology of scours are well‐documented, little is known of the effect of grain size on the detectability, style and intensity of sub‐scour deformation. This investigation macroscopically and microscopically (two‐dimensional thin sections) examines suspected ice keel scour in: (i) glaciolacustrine pebbly sandy mud and (ii) fine‐grained sands at Scarborough Bluffs, Ontario, Canada. In this investigation, there is an almost identical suite of deformation structures (individual structures and overprinted structural patterns) to those identified in iceberg‐scoured clays from former Glacial Lake Agassiz (Manitoba, Canada); this confirms that deformation in the pebbly sandy mud and fine‐grained sands at Scarborough Bluffs is likely to be indicative of ice keel scour. Discrete differences in the detectability, style and intensity of deformation between the Scarborough Bluffs and Glacial Lake Agassiz sediments are probably a function of grain size in response to ice keel scour. This research provides additional information on the types of structures that are associated with sediment deformation by processes of ice keel scour in a variety of grain sizes. This information is particularly valuable to inform palaeoenvironmental reconstruction and offshore engineering in areas where ice keel scour occurs in a variety of grain sizes. It also demonstrates the potential value of micromorphology where, for example, the study of cores is necessary. 相似文献
210.
Matteo Tregnaghi Andrea Marion Andrea Bottacin‐Busolin Simon J. Tait 《地球表面变化过程与地形》2011,36(13):1761-1769
In this paper a modelling approach is presented to predict local scour under time varying flow conditions. The approach is validated using experimental data of unsteady scour at bed sills. The model is based on a number of hypotheses concerning the characteristics of the flow hydrograph, the temporal evolution of the scour and the geometry of the scour hole. A key assumption is that, at any time, the scour depth evolves at the same rate as in an equivalent steady flow. The assumption is supported by existing evidence of geometrical affinity and similarity of scour holes formed under different steady hydraulic conditions. Experimental data are presented that show the scour hole development downstream of bed sills due to flood hydrographs follow a predictable pattern. Numerical simulations are performed with the same input parameters used in the experimental tests but with no post‐simulation calibration. Comparison between the experimental and model results indicates good correspondence, especially in the rising limb of the flow hydrograph. This suggests that the underlying assumptions used in the modelling approach are appropriate. In principle, the approach is general and can be applied to a wide range of environments (e.g. bed sills, step‐pool systems) in which scouring at rapid bed elevation changes caused by time varying flows occurs, provided appropriate scaling information is available, and the scour response to steady flow conditions can be estimated. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献