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31.
South-west of Tehran, the capital city of Iran, is subjected to a high deformation rate due to excessive groundwater extractions. Persistent Scatterrer SAR Interferometry (PS-InSAR) technique is used to monitor Tehran’s deformation. Three time series data including two Sentinel-1A (S-1A) spanning from 2014 to 2017, and an ENVISAT-ASAR data stack spanning from 2004 to 2010, are analyzed. The PS-InSAR technique does not perform well on ENVISAT-ASAR due to poor selection of PS points induced by large perpendicular baselines and strong temporal decorrelation of the dataset. In this paper, a novel Iterative PSI method (IPSI) is proposed to increase the PS points which are lost in PS-InSAR technique because of the unsuccessful derivation of the absolute phase value due to an integer ambiguity. The method selects PS points based on simultaneous analysis of their amplitude and phase. Results demonstrate that the density of PSs has been increased by about 4.5 times. Line of Sight (LOS) velocities obtained from both S-1A and ENVISAT-ASAR data analysis are highly compatible with each other, indicating the reliability of the both applied methods. The maximum cumulative displacements are estimated as 39.6 cm and 88.4 cm for Sentinel-1A and ENVISAT-ASAR datasets respectively. Moreover, the subsidence area has grown in the period between the data acquisition time. The methods are successfully validated by subsidence rates obtained from precise leveling and GPS observations. 相似文献
32.
The application of satellite differential SAR interferometry-derived ground displacements in hydrogeology 总被引:7,自引:1,他引:6
The application of satellite differential synthetic aperture radar (SAR) interferometry, principally coherent (InSAR) and to a lesser extent, persistent-scatterer (PSI) techniques to hydrogeologic studies has improved capabilities to map, monitor, analyze, and simulate groundwater flow, aquifer-system compaction and land subsidence. A number of investigations over the previous decade show how the spatially detailed images of ground displacements measured with InSAR have advanced hydrogeologic understanding, especially when a time series of images is used in conjunction with histories of changes in water levels and management practices. Important advances include: (1) identifying structural or lithostratigraphic boundaries (e.g. faults or transitional facies) of groundwater flow and deformation; (2) defining the material and hydraulic heterogeneity of deforming aquifer-systems; (3) estimating system properties (e.g. storage coefficients and hydraulic conductivities); and (4) constraining numerical models of groundwater flow, aquifer-system compaction, and land subsidence. As a component of an integrated approach to hydrogeologic monitoring and characterization of unconsolidated alluvial groundwater basins differential SAR interferometry contributes unique information that can facilitate improved management of groundwater resources. Future satellite SAR missions specifically designed for differential interferometry will enhance these contributions. 相似文献
33.
A first-order leveling survey across the northeast part of the Yellowstone caldera in September 1998 showed that the central
caldera floor near Le Hardy Rapids rose 24±5 mm relative to the caldera rim at Lake Butte since the previous survey in September
1995. Annual surveys along the same traverse from 1985 to 1995 tracked progressive subsidence near Le Hardy Rapids at an average
rate of –19±1 mm/year. Earlier, less frequent surveys measured net uplift in the same area during 1923–1976 (14±1 mm/year)
and 1976–1984 (22±1 mm/year). The resumption of uplift following a decade of subsidence was first detected by satellite synthetic
aperture radar interferometry, which revealed approximately 15 mm of uplift in the vicinity of Le Hardy Rapids from July 1995
to June 1997. Radar interferograms show that the center of subsidence shifted from the Sour Creek resurgent dome in the northeast
part of the caldera during August 1992 to June 1993 to the Mallard Lake resurgent dome in the southwest part during June 1993
to August 1995. Uplift began at the Sour Creek dome during August 1995 to September 1996 and spread to the Mallard Lake dome
by June 1997. The rapidity of these changes and the spatial pattern of surface deformation suggest that ground movements are
caused at least in part by accumulation and migration of fluids in two sill-like bodies at 5–10 km depth, near the interface
between Yellowstone's magmatic and deep hydrothermal systems.
Received: 30 November 1998 / Accepted: 16 April 1999 相似文献
34.
开采沉陷土体变形与孔隙水压相互作用研究进展 总被引:6,自引:0,他引:6
本文通过实验、实测和理论分析研究了开采沉陷土体变形与孔隙水压力之间的相互作用,结果表明,随着开采的进行,土体的应力变形发生变化造成了超静孔隙水压力的产生和消散,反映在土体变形上出现随开采时间延续而发展的附加压缩和膨胀变形,这种压缩或膨胀在土体的不同部位相互叠加,有时还叠加了底部含水层水位下降引起的地面下沉。这些结果揭示了厚松散含水层地区开采沉陷特殊性的机理,对开采沉陷预测及水体下采煤具有重要意义。 相似文献
35.
本文首先运用EASY% Ro反演法对伊洛瓦底盆地由北向南进行了热史的恢复,北部钦敦凹陷的平均古地温梯度为13.0~15.0 ℃/km,中部沙林凹陷的平均古地温梯度为18.0~22.0 ℃/km,南部三角洲凹陷的平均古地温梯度为33.0~37.0 ℃/km.从模拟结果可以看出,盆地由北向南地温梯度逐渐升高,生烃门限的深度由深变浅.然后模拟了盆地的构造沉降史.模拟结果表明,盆地具有幕式构造沉降特征,这反映了伊洛瓦底盆地可能处于弧间或弧后的构造背景.伊洛瓦底盆地北部和南部具有不同幕次的构造沉降史,北部在早始新世时期(53~51 Ma)经历了一幕拉伸过程,然后进入了热沉降期,并伴随局部的快速隆升;南部则经历了两幕拉张过程,分别是在早始新世时期(53~51 Ma)和中中新世时期(21~13 Ma).盆地的这种南北构造沉降的差异很可能是造成盆地地温梯度北低南高的原因. 相似文献
36.
F. Gutiérrez J. P. Galve P. Lucha J. Bonachea L. Jordá R. Jordá 《Environmental Geology》2009,58(5):1107-1122
An active sinkhole around 100 m long has been investigated in the city of Zaragoza (NE Spain). Subsidence activity on this
depression, including the sudden occurrence of a collapse sinkhole 5 m across, led to the abandonment of a factory in the
1990s. At the present time, a building with 100 flats and shallow pad foundations partially built on the sinkhole, is affected
by rapid differential settlement. The development of the sinkhole results from the karstification of the halite- and glauberite-
bearing bedrock and the sagging and collapse of the overlying bedrock and alluvium, more than 30 m thick. GPR and electrical
resistivity profiles have provided information on the distribution and geometry of the subsidence structure. The application
of the trenching technique and geochronological methods (AMS and OSL dating) has allowed us to infer objective and practical
data on the sinkhole including (1) Limits of the subsidence structure, (2) subsidence mechanisms, (3) cumulative subsidence
(>408 cm), (4) subsidence rates on specific failure planes (>1.8 cm/year), (5) episodic displacement regime of some fault
planes. The available information indicates that the progressive deformation recorded in the building will continue and might
be punctuated by events of more rapid displacement. This work illustrates the practicality of the trenching technique for
the study of sinkholes in mantled karst areas. 相似文献
37.
38.
O. P. Singh 《Marine Geodesy》2013,36(3):205-212
The Bangladesh coast is threatened by rising sea level due to various factors. The results based on the analysis of past 22 years of tidal data of the Bangladesh coast reveal that the annual mean tidal level in the eastern Bangladesh coast is rising at an alarmingly high rate of 7.8 mm/year, which is almost twice the observed rate in the western region. This type of sea level trend seems to be the result of changing local conditions like increased precipitation and land subsidence during the recent decades. It seems that the higher rate of land subsidence in the eastern Bangladesh coast is the main causative factor for the steeper sea level trends there. The differential sea level trends show that the subsidence component in the sea level rise may be as high as 4 mm/year in the eastern Bangladesh coast. However, this needs to be verified with actual geological observations. 相似文献
39.
平邑左庄石膏矿区曾发生过3次地面塌陷,但井下实地调查发现,该矿区地面塌陷并非地下采空塌陷波及地表后而引发的地面塌陷。根据矿区地质环境条件、采矿方法及井巷工程布置等因素,分析认为地面塌陷原因是矿山布置的第一开采中段未预留出足够的顶柱厚度,致使井下回采时揭穿矿房顶柱接触到上覆第四纪松散盖层,第四纪孔隙水携带泥砂泄入矿坑发生潜蚀作用,在矿房顶柱与第四纪松散盖层之间形成"天窗式"砂漏,第四纪松散盖层中逐渐形成土洞,土洞扩大并塌陷后引发地面塌陷。 相似文献
40.