全文获取类型
收费全文 | 67篇 |
免费 | 7篇 |
国内免费 | 13篇 |
专业分类
测绘学 | 1篇 |
大气科学 | 3篇 |
地球物理 | 25篇 |
地质学 | 47篇 |
海洋学 | 2篇 |
综合类 | 5篇 |
自然地理 | 4篇 |
出版年
2022年 | 2篇 |
2021年 | 6篇 |
2020年 | 2篇 |
2018年 | 5篇 |
2017年 | 2篇 |
2016年 | 4篇 |
2015年 | 6篇 |
2014年 | 3篇 |
2013年 | 2篇 |
2012年 | 2篇 |
2011年 | 1篇 |
2010年 | 4篇 |
2009年 | 4篇 |
2008年 | 3篇 |
2007年 | 1篇 |
2006年 | 2篇 |
2005年 | 1篇 |
2004年 | 1篇 |
2003年 | 4篇 |
2002年 | 1篇 |
2001年 | 1篇 |
2000年 | 3篇 |
1999年 | 3篇 |
1998年 | 4篇 |
1997年 | 4篇 |
1996年 | 3篇 |
1995年 | 2篇 |
1993年 | 2篇 |
1992年 | 2篇 |
1991年 | 2篇 |
1990年 | 1篇 |
1988年 | 1篇 |
1986年 | 1篇 |
1983年 | 2篇 |
排序方式: 共有87条查询结果,搜索用时 14 毫秒
1.
浙江花岗岩类地球化学与地壳演化——Ⅱ.元古宙花岗岩类 总被引:13,自引:0,他引:13
浙江元古宙花岗岩类包括神功期(1.8-1.9Ga)和晋宁晚期(0.6—0.9Ga)。研究了浙江元古宙花岗岩类的主元素、微量元素、稀土元素和Rb、Sr同位素组成特征及岩石成因,探讨了浙江地壳的演化。浙江地壳形成于太古亩和元古宙,地壳增生的时期为2.6-2.7、0.8-1.1和0.1-0.12Ga。随时间演化浙江地壳组成有变化,但分异演化不明显。沿江-绍断裂分布的晋宁晚期慢源和壳幔混合中酸性岩是普宁期俯冲碰撞的证据。加里乐和印支期是两次规模不大的构造运动。 相似文献
2.
Variation in the sediment deposition behind check‐dams under different soil erosion conditions on the Loess Plateau,China
下载免费PDF全文
![点击此处可从《地球表面变化过程与地形》网站下载免费的PDF全文](/ch/ext_images/free.gif)
Yanhong Wei Zhong He Juying Jiao Yujin Li Yixian Chen Hengkang Zhao 《地球表面变化过程与地形》2018,43(9):1899-1912
To maintain a reasonable sediment regulation system in the middle reaches of the Yellow River, it is critical to determine the variation in sediment deposition behind check‐dams for different soil erosion conditions. Sediment samples were collected by using a drilling machine in the Fangta watershed of the loess hilly–gully region and the Manhonggou watershed of the weathered sandstone hilly–gully (pisha) region. On the basis of the check‐dam capacity curves, the soil bulk densities and the couplet thickness in these two small watersheds, the sediment yields were deduced at the watershed scale. The annual average sediment deposition rate in the Manhonggou watershed (702.0 mm/(km2·a)) from 1976 to 2009 was much higher than that in the Fangta watershed (171.6 mm/(km2·a)) from 1975 to 2013. The soil particle size distributions in these two small watersheds were generally centred on the silt and sand fractions, which were 42.4% and 50.7% in the Fangta watershed and 60.6% and 32.9% in the Manhonggou watershed, respectively. The annual sediment deposition yield exhibited a decreasing trend; the transition years were 1991 in the Fangta watershed and 1996 in the Manhonggou watershed (P < 0.05). In contrast, the annual average sediment deposition yield was much higher in the Manhonggou watershed (14011.1 t/(km2·a)) than in the Fangta watershed (3149.6 t/(km2·a)). In addition, the rainfalls that induced sediment deposition at the check‐dams were greater than 30 mm in the Fangta watershed and 20 mm in the Manhonggou watershed. The rainfall was not the main reason for the difference in the sediment yield between the two small watersheds. The conversion of farmland to forestland or grassland was the main reason for the decrease in the soil erosion in the Fangta watershed, while the weathered sandstone and bare land were the main factors driving the high sediment yield in the Manhonggou watershed. Knowledge of the sediment deposition process of check‐dams and the variation in the catchment sediment yield under different soil erosion conditions can serve as a basis for the implementation of improved soil erosion and sediment control strategies, particularly in semi‐arid hilly–gully regions. Copyright © 2018 John Wiley & Sons, Ltd. 相似文献
3.
Wang Yixian Guo Panpan Shan Shengbiao Yuan Haiping Yuan Binxiang 《Geotechnical and Geological Engineering》2016,34(4):1079-1088
This study was undertaken to research the effects of jute fiber content, fiber length, water content and dry density of reinforced and unreinforced soil on the strength influence mechanism by implementing a series of laboratory tests and analysis. The most efficient fiber reinforcement effects was achieved by means of adding jute fiber with content of 0.6 % and length of 6 mm into expansive soil specimen prepared at maximum dry density and optimum moisture content. The cohesion of reinforced specimens increased first with increasing fiber content and fiber length and then decreased with further increase in fiber content and fiber length. The internal friction angle of reinforced specimens were not affected significantly by fiber content and fiber length. Higher water content reduces the fiber reinforcement effects by means of acting as lubricant in the interface of fiber and soil particles. Fiber reinforcement effects is more prominent for specimens prepared at higher dry density by increasing the effective contact area of fiber/soil. The application prospect of soil reinforcement using natural fiber is impeded by the hydrophilic nature and biodegradability of natural fiber, thus, studies on using chemical additive to do surface treatment for natural fiber are needed to improve the interfacial interaction of fiber/soil so as to widen the application of natural fiber. 相似文献
4.
Zhu Yalin Ma Chi Tan Kun Chen Juxiang Wang Yixian 《Geotechnical and Geological Engineering》2021,39(8):5479-5492
Geotechnical and Geological Engineering - Due to the complexity of the interaction between the geogrid and the soil interface in high earth-rock dams, the method of replacing the grid with steel... 相似文献
5.
Liangyuan Feng Ruoling Li Yawen Zhang Yixian Wang Zhixin Qian Zhenghua Zhao 《中国地球化学学报》1983,2(2):153-169
Rare-earth elements in samples of geological interest were separated from other elements and concentrated onto ion-exchange membrane through ion-exchange procedures. The membrane was then used to determine the REE by X-ray fluorescence spectrography. In comparison with the traditional “thick-specimen” approach, the requirement of sample (REE oxides) in this method was reduced from 10 to 1 mg. Variable-internal-standard-quantification method was adopted to determine the relative concentrations of REE collected on the membrane. The area density of the sample was controlled at about 0.0003 g/cm2, so that the matrix effect could be eliminated to a satisfactory extent. Interference calibration between the spectro-lines and the background determination was also improved, with the detection limit reaching 2.5×10?6g. 相似文献
6.
试验结果表明,用经过数字化改造后的地震仪测出的路心融化深度,与钻孔测温确定的融化深度相比,其解释误差小于7%。路基和涵洞横剖面的探测结果能反映出融化层变化的主要趋势。不同路堤高度的路基形成的融化横剖面均呈下凹形,而涵洞下形成的融化横剖面则是涵洞中心的融化深度小于两端洞口处的融化深度。因此,地震折射法将为多年冻土地区路基的修筑和稳定性研究提供一种简捷、可靠的探测手段。 相似文献
7.
Jianghai Xia Richard D Millerg Xu Yixian Luo Yinhe Chen Chao Liu Jiangping Julian Ivanov Chong Zeng 《中国地质大学学报(英文版)》2009,20(3)
High-frequency (≥2 Hz) Rayleigh-wave data acquired with a multichannei recording sys-tem have been utilized to determine shear (S)-wave velocities in near-surface geophysics since the early 1980s. This overview article discusses the main research results of high-frequency surface-wave tech-niques achieved by research groups at the Kansas Geological Survey and China University of Geosciences in the last 15 years. The multichannel analysis of surface wave (MASW) method is a nou-iuvasive acoustic approach to estimate near-surface S-wave velocity. The differences between MASW results and direct borehole measurements are approximately 15% or less and random. Studies show that simultaneous inversion with higher modes and the fundamental mode can increase model resolution and an investigation depth. The other important seismic property, quality factor (Q), can also be estimated with the MASW method by inverting attenuation coefficients of Rayleigh waves. An inverted model (S-wave velocity or Q) obtained using a damped least-squares method can be assessed by an optimal damping vector in a vicinity of the inverted model determined by an objective function, which is the trace of a weighted sum of model-resolution and model-covariance matrices. Current developments include modeling high-frequency Rayleigh-waves in near-surface media, which builds a foundation for shallow seismic or Rayleigh-wave inversion in the time-offset domain; imaging dispersive energy with high resolution in the frequency-velocity domain and possibly with data in an arbitrary acquisition geometry, which opens a door for 3D surface-wave techniques; and successfully separating surface-wave modes, which provides a valuable tool to perform S-wave velocity profiling with high-horizontal resolution. 相似文献
8.
彭艺娴 《国土资源导刊(湖南)》2017,14(3)
近十年来,湖南省高速公路建设呈现出几何级数增长,在湖南省高速公路建设发展强劲的同时,其用地政策执行中还存在诸多问题,如粗放用地,未批先用、以批代供、临时用地多,复垦难度大,经营性用地未实行有偿使用,高速公路用地登记发证滞后等。本文结合湖南省高速公路用地特点,深入剖析其用地政策中存在的问题,并针对加强湖南省高速公路用地管理,完善高速公路用地政策提出意见建议。 相似文献
9.
Multi-station superposition for magnetotelluric signal 总被引:1,自引:0,他引:1
Extending the observation time to increase the length of time series is the most effective but consuming way to improve the signal-to-noise ratio of magnetotelluric (MT) signal. Multi-station superposition technique at present proposed for magnetotelluric survey aims to attenuate random noises by multi-station synchronously observation at one site. The idea stems from seismic array stacking and is mathematically verified corresponding to a linear random noise model. The multi-station superposition can be done in time and frequency domains. A practical testing measurement was performed by setting three stations on vertexes of an equilateral triangle and a single station on centre of the triangle in desert area of the Tarim basin, western China. The results of the testing data demonstrate the effectiveness of the proposed scheme. The method has great potentials for long-period MT survey in dramatically reducing the observation time and suppressing the static shift caused by near-surface inhomogeneities. 相似文献
10.
Yinhe Luo Jianghai Xia Yixian Xu Chong Zeng Richard D. Miller Qingsheng Liu 《Pure and Applied Geophysics》2009,166(3):353-374
Multichannel analysis of surface waves (MASW) method is a non-invasive geophysical technique that uses the dispersive characteristic
of Rayleigh waves to estimate a vertical shear (S)-wave velocity profile. A pseudo-2D S-wave velocity section is constructed
by aligning 1D S-wave velocity profiles at the midpoint of each receiver spread that are contoured using a spatial interpolation
scheme. The horizontal resolution of the section is therefore most influenced by the receiver spread length and the source
interval. Based on the assumption that a dipping-layer model can be regarded as stepped flat layers, high-resolution linear
Radon transform (LRT) has been proposed to image Rayleigh-wave dispersive energy and separate modes of Rayleigh waves from
a multichannel record. With the mode-separation technique, therefore, a dispersion curve that possesses satisfactory accuracy
can be calculated using a pair of consecutive traces within a mode-separated shot gather. In this study, using synthetic models
containing a dipping layer with a slope of 5, 10, 15, 20, or 30 degrees and a real-world example, we assess the ability of
using high-resolution LRT to image and separate fundamental-mode Rayleigh waves from raw surface-wave data and accuracy of
dispersion curves generated by a pair of consecutive traces within a mode-separated shot gather. Results of synthetic and
real-world examples demonstrate that a dipping interface with a slope smaller than 15 degrees can be successfully mapped by
separated fundamental waves using high-resolution LRT. 相似文献