全文获取类型
收费全文 | 227篇 |
免费 | 10篇 |
国内免费 | 12篇 |
专业分类
测绘学 | 8篇 |
大气科学 | 39篇 |
地球物理 | 41篇 |
地质学 | 73篇 |
海洋学 | 63篇 |
天文学 | 17篇 |
综合类 | 3篇 |
自然地理 | 5篇 |
出版年
2022年 | 2篇 |
2021年 | 3篇 |
2020年 | 6篇 |
2019年 | 3篇 |
2018年 | 11篇 |
2017年 | 11篇 |
2016年 | 19篇 |
2015年 | 16篇 |
2014年 | 19篇 |
2013年 | 23篇 |
2012年 | 16篇 |
2011年 | 22篇 |
2010年 | 14篇 |
2009年 | 19篇 |
2008年 | 11篇 |
2007年 | 9篇 |
2006年 | 9篇 |
2005年 | 10篇 |
2004年 | 5篇 |
2003年 | 1篇 |
2002年 | 2篇 |
2001年 | 2篇 |
2000年 | 2篇 |
1999年 | 4篇 |
1998年 | 2篇 |
1996年 | 1篇 |
1994年 | 1篇 |
1993年 | 1篇 |
1992年 | 3篇 |
1988年 | 1篇 |
1986年 | 1篇 |
排序方式: 共有249条查询结果,搜索用时 15 毫秒
121.
Characteristics of Atmospheric Circulation Associated with Cold Surge Occurrences in East Asia: A Case Study During 2005/06 Winter 总被引:1,自引:0,他引:1
The characteristics of the upper-level circulation and thermodynamical properties for the period when two distinct cold surges broke out over East Asia during the 2005/06 winter are investigated. From early December 2005 to early January 2006, exceptionally cold weather lasted for approximately one month due to two successive cold surges that took place on 2 December 2005 and 2 January 2006, respectively. This study reveals that both involve the upper-tropospheric circulation, which induces the amplification and expansion of the surface Siberian high toward East Asia, but arose from different causes: the former is caused by the upper-level blocking originated from the North Pacific and the latter is caused by the upper-level wave train across the Eurasian Continent. In particular, it is suggested that the lower-tropospheric anomalous wind caused by upper-level circulation anomalies and a steep meridional temperature gradient amplified by phase-locked annual cycle combined to induce very strong cold advection in East Asia, which resulted in exceptionally cold weather that lasted for several weeks. The present results emphasize that the characteristics of the upper-tropospheric circulation can be considered as important precursors to cold surge occurrences in East Asia. 相似文献
122.
A series of experiments and simulations were performed to ascertain the rate at which phosphorus is released using a water quality model in Saemangeum Lake, an artificially constructed lake located in an estuary. The general inflow of seawater once a day contributed to the formation of a halocline in the lake water, which caused variation in the vertical concentration of dissolved oxygen. The halocline was mainly observed in the deep downstream regions of Saemangeum Lake that are close to the op... 相似文献
123.
Sueng Won Jeong Jacques Locat Serge Leroueil Jean-Loup Robert 《Marine Georesources & Geotechnology》2013,31(2):190-207
Fluidization processes in submarine landslides were studied by physical and numerical means. To examine soil-water interactions in the fluidization process, the computer axial tomography (CAT)-scan imaging techniques and laboratory vanes were utilized with a focus on the transition from failure to post-failure. Based on the results that were obtained from the scanning images and laboratory vane tests after the process of water infiltration into the soil sample, it appears that a gradual decrease in shear strength is unavoidable with increasing water content in a shear zone. From the numerical results, which were based on the dam-break problem using the transport equation coupled with the Navier-Stokes equation, if the slide is assumed to be initially unstable, a possible transition of fluidization processes that are dependent upon a change in density occurs. The density of the mud decreases with time during the flow at the interface between mud and water. The upper part of the mud pushes the lower part of the mud and then induces a rotation of mud that moves substantial distances. These results emphasize the importance of the soil-water interaction, the need for sediment rheology and the influence of the water circulation on the motion of the landslide. 相似文献
124.
In this paper, centrifuge model tests were conducted in order to understand the deformation characteristics and behavior of sand compaction piles (SCPs) reinforced grounds in relation to area replacement ratios and penetration ratios. To simulate ground stress conditions, preliminary compaction was conducted to form grounds that maintained a certain level of strength. SCPs were installed in the grounds using compaction methods, and the relationship between loads and settlement as well as stress under rigid loading conditions were compared and analyzed. In addition, finite element analyses were conducted in order to verify the results of the centrifuge model tests and assess the effects of penetration ratios and depths on variations in stress. According to the results of the analyses, stress concentration ratios gradually decreased as depths increased, and the decreasing rate increased as penetration ratios decreased. However, in regions close to the surface layer in depth in which SCPs were installed, stress concentration ratios showed almost the same range regardless of penetration ratios. Stress concentration ratios showed proportional relations with penetration ratios. However, they showed similar values in regions close in depth to the surface of the ground. In particular, they showed very close ranges at penetration ratios of 100% and 80%. 相似文献
125.
The behavior of single piles subjected to negative skin friction in soft soil was conducted by analyzing the results from full-scale long-term field measurements and three-dimensional (3D) numerical analyses. A skin friction coefficient (α and β coefficients) of the instrumented piles is back-calculated at different degrees of consolidation (U) of soft marine clay. Back-calculated β-values ranged from 0.15 to 0.35 for clay, and from 0.30 to 0.55 for sand, respectively. In addition, back-calculated α-values ranged from 0.1 to 0.3 for coated pile, and from 0.2 to 0.8 for uncoated pile when undrained shear strength of the soft clay was about 30–60 kPa, respectively. Moreover, this study describes behavior of a pile based on full-coupled 3D finite element (FE) analysis. The appropriate parametric studies needed for verifying the pile-soil interaction with consolidation are presented in this paper. Compared to the results from the measurements, it is shown that the computed results are capable of predicting the pile-soil behavior under consolidation. The major parameters that influence the pile behavior are discussed for different soil-pile conditions. 相似文献
126.
Dong-Lim Choi Han-Joon Kim Hyeong-Tae Jou Seom-Kyu Jeong Yong-Kuk Lee Tae-Hee Lee 《Ocean Science Journal》2013,48(1):59-66
Multi-channel seismic profiles and swath bathymetric data were used to investigate the tectonic evolution of the South Korea Plateau (SKP) associated with the opening of the East Sea (Japan Sea). The SKP is a deformed fragment of continental crust with numerous horsts and sediment-filled grabens. Three sedimentary units in the plateau were identified, which consist of the lower sequence (Unit I) interpreted as syn-rifting deposition during the early to middle Miocene, and the middle and upper sequences (Units II and III) considered as post-rifting deposition since the late Miocene. The fault system in the SKP includes the South Korea Plateau Fault (SKPF) trending NNW-SSE and smaller en echelon normal faults oriented NE-SW. We interpreted the information to postulate that the formation of the SKPF is the result of divergent right-lateral strike-slip movement in the SKP. This study suggests that the dextral movement of the SKP was induced by WSW-ward propagation of the spreading center located in the Japan Basin from the early to middle Miocene times. 相似文献
127.
To examine the growth dynamics of eelgrass, Zostera marina, in the intertidal zone of Seomjin Estuary, Korea, we surveyed environmental factors such as water temperature, underwater irradiance, tidal exposure, and nutrient concentrations in the water column and sediment pore water in relation to the shoot density, biomass, morphological characteristics, and growth of Z. marina inhabiting the upper and lower intertidal zones. The survey was conducted monthly from January 2003 to December 2004. The water temperature of the two areas displayed seasonal fluctuations. Underwater irradiance was significantly higher in the upper intertidal zone than in the lower intertidal zone. Tidal exposure was also markedly longer in the upper intertidal zone than in the lower intertidal zone, whereas tidal exposure was highest in the spring and lowest in the summer in both areas. Water column NH4 + and sediment pore water NO3 ?+NO2 ? concentrations were significantly higher in the upper intertidal zone than the lower intertidal zone. The eelgrass shoot density, biomass, morphology, and leaf productivity were significantly higher in the lower intertidal zone than in the upper intertidal zone. Both areas displayed a clear seasonal variation depending on changes in water temperature. However, leaf turnover time was significantly shorter in the upper intertidal zone than in the lower intertidal zone, with a higher turnover rate in the upper intertidal zone. Compared to the seagrasses in the lower intertidal zone, those in the upper intertidal zone showed more effective adaptations to the stress of long tidal exposure through downsizing and increased turnover time. These results suggest that tidal exposure, coupled with desiccation stress, can be a limiting factor for seagrass growth in the intertidal zone, along with underwater irradiance, water temperature, and nutrient availability. 相似文献
128.
Jeong Hwang Sang-Ho Moon Edward M. Ripley Yang Ho Kim 《Environmental Earth Sciences》2014,72(10):4035-4046
Korea has suffered from high U concentrations in some groundwater, especially in Daejeon near the central Ogcheon metamorphic belt. However, clear explanation has not been yet reported for the uranium sources in groundwater. This study is focused on identifying the potential uraniferous host rocks and finding the exact U-minerals serving as uranium sources in groundwater near Daejeon, Korea. For this work, we performed an in situ gamma ray spectrometer survey and a laboratory microscopic study with electron micro-probe analysis. The measurements for radioactive element content did not show any prominent K- and Th-anomaly spots, but they did result in several observations of considerable U-anomalies in pegmatite and hydrothermally altered granite, in which uraninite, coffinite and uranophane were found by electron micro-probe analysis. The occurrences of U-minerals are the first such discovery except in the low-grade U deposits of the Ogcheon metamorphic belt in Korea. All observed U-minerals were intimately associated with hydrothermal alteration. The remarkably low Th/U ratios in the studied uraniferous rocks also suggest that the U enrichment was genetically related to a post-magmatic hydrothermal process. However, many of the uraniferous parts were controlled by a reducing environment and occurred near the border between graphite-rich mica-schist and Jurassic leucocratic granite. The findings on these uraniferous rocks can be used in elucidating the source of highly enriched U groundwater in granite aquifers as well as in understanding the occurrence of igneous U-minerals, which has not been previously reported in Korea. 相似文献
129.
The behavior due to rainfall infiltrating the ground plays a role in landslides, groundwater recharge and various other ground
responses. Most of these geotechnical behaviors have a correlation between soil pore space and soil volumetric water content
in the unsaturated and saturated soil porous media. Therefore, the soil porosity associated with soil pores and the distribution
of volumetric water content are significantly important hydrological characteristics. In the case of shallow slope failure
such as landslide, the infiltration activity due to the connectivity of soil pore spaces in a porous media is induced. Slope
failure may be attributed to the effect of a wetting front with the slope due to liquid infiltration, which changes the volumetric
water content, soil matric suction and shear strength of the slope. This study was performed with an unsaturated injection
test using a frequency domain reflectometry (FDR) dielectric device which measures the dielectric constant of unsaturated
soil and the study then proposed the unsaturated dielectric mixing models to calculate soil porosity and effective porosity
of unsaturated soils. From the experimental results the ratio of effective porosity to porosity of soils are measured in a
range of 70–85%. These experimental results show a decrease of about 5–10% for unsaturated soil compared to the ratio of effective
porosity to porosity of saturated soil. The infiltration passages of tracer material are restricted within the pore connectivity
in the unsaturated soil which is caused by dead-pores in the soil. Using the FDR device and the unsaturated dielectric mixing
models, we can consider the acquisition of physical properties to detect the infiltration activity, the response of the dielectric
constant along with the injected tracer and hydrological parameters for the unsaturated soil porous media. 相似文献
130.
An accurate determination of the hydrological characteristics of porous media, such as the values of the porosity and effective
porosity, are essential. This is important to understand the transport processes of infiltration and the movement of water
and contaminants in the porous media. In this study, a laboratory soil column experiment to estimate the porosity and effective
porosity of Toyoura standard sand samples, using a dielectric method termed the frequency domain reflectometry with vector
network analyzer (FDR-V), was performed. The FDR-V device uses high-frequency microwaves, ranging from 0.1 to 3 GHz, to measure
the complex dielectric constants of the sample. From the measured complex dielectric constant, the two parameters of the soil
samples then were derived, using a proposed dielectric mixture model and tracer concentration model. The effective porosity
of the soil sample is measured at 0.311 with the FDR-V dielectric method and 0.345 by the soil tracer column test. Comparing
this with the calculated porosities of the soil sample, the ratio of effective porosity is approximately 78% for the dielectric
method, and approximately 86% for the tracer concentration method. These different values can be explained to be within the
measurement range with regard to the measurement volume for the soil column. These results indicate that measurement by the
dielectric method using an FDR-V device is an efficient and useful tool for estimating the hydrological parameters of porous
media because of the dielectric response of earth materials. 相似文献