全文获取类型
收费全文 | 9638篇 |
免费 | 2178篇 |
国内免费 | 1842篇 |
专业分类
测绘学 | 273篇 |
大气科学 | 699篇 |
地球物理 | 3695篇 |
地质学 | 5551篇 |
海洋学 | 409篇 |
天文学 | 16篇 |
综合类 | 855篇 |
自然地理 | 2160篇 |
出版年
2024年 | 67篇 |
2023年 | 172篇 |
2022年 | 334篇 |
2021年 | 426篇 |
2020年 | 362篇 |
2019年 | 494篇 |
2018年 | 401篇 |
2017年 | 411篇 |
2016年 | 476篇 |
2015年 | 455篇 |
2014年 | 559篇 |
2013年 | 628篇 |
2012年 | 570篇 |
2011年 | 564篇 |
2010年 | 478篇 |
2009年 | 600篇 |
2008年 | 602篇 |
2007年 | 580篇 |
2006年 | 637篇 |
2005年 | 508篇 |
2004年 | 529篇 |
2003年 | 449篇 |
2002年 | 413篇 |
2001年 | 385篇 |
2000年 | 389篇 |
1999年 | 288篇 |
1998年 | 302篇 |
1997年 | 264篇 |
1996年 | 225篇 |
1995年 | 216篇 |
1994年 | 200篇 |
1993年 | 173篇 |
1992年 | 135篇 |
1991年 | 67篇 |
1990年 | 63篇 |
1989年 | 58篇 |
1988年 | 47篇 |
1987年 | 41篇 |
1986年 | 17篇 |
1985年 | 17篇 |
1984年 | 9篇 |
1983年 | 5篇 |
1982年 | 4篇 |
1980年 | 3篇 |
1979年 | 21篇 |
1978年 | 1篇 |
1977年 | 4篇 |
1954年 | 9篇 |
排序方式: 共有10000条查询结果,搜索用时 15 毫秒
51.
We began continuous monitoring of H2 concentration in soil along the San Andreas and Calaveras faults in central California in December 1980, using small H2/O2 fuel-cell sensors. Ten monitoring stations deployed to date have shown that anomalous H2 emissions take place occasionally in addition to diurnal changes. Among the ten sites, the Cienega Winery site has produced data that are characterized by very small diurnal changes, a stable baseline, and remarkably distinct spike-like H2 anomalies since its installation in July 1982. A major peak appeared on 1–10 November 1982, and another on 3 April 1983, and a medium peak on 1 November 1983. The occurrences of these peaks coincided with periods of very low seismicity within a radius of 50 km from the site. In order to methodically assess how these peaks are related to earthquakes, three H2 degassing models were examined. A plausible correlational pattern was obtained by using a model that (1) adopts a hemicircular spreading pattern of H2 along an incipient fracture plane from the hypocenter of an earthquake, (2) relies on the FeO–H2O reaction for H2 generation, and (3) relates the accumulated amount of H2 to the mass of serpentinization of underlying ophiolitic rocks; the mass was tentatively assumed to be proportional to the seismic energy of the earthquake. 相似文献
52.
53.
华清4#泉水溶气体百分含量合计的强震远场前兆特征 总被引:2,自引:1,他引:2
华清4#泉水溶气体百分含量合计(QB)的取值范围为100±5.按4舍5入法取整数值,将其分为11个区段.以年为单位,统计QB落在每个区段内的频次.频率分布直方图显示,在QB取值区间内,分区段频率呈近似正态分布.将落入QB频率最高的区段称为轴,将轴在不同区段上位置的变化称为轴漂.研究表明,QB在不同区段上轴的漂移,反映了区域应力场的不同状态.轴落入99区段上,反映的是区域应力场的增强,与远场M≥7.0地震及伴生中强地震、鄂尔多斯块体周边后继中强地震有很好的相关性;轴落入98区段上,反映的是区域应力场的相对稳定;轴落入97区段上,反映的是巨大地震后,区域应力场的调整及中强地震活动格局的变化.文中还阐述了99区段轴值与地震对应关系的几个特征. 相似文献
54.
本文运用地洼成矿理论和构造地球化学的方法,研究了区内 F_1成矿断裂等的构造特征和元素的变化规律以及铀等成矿元素的不断累增富集的成矿作用过程.区内钠矿床的形成大体上经历了铀的预富成岩(形成铀源地质体)→断裂动力改造热液(热水)成矿→表生淋积等三个主要发展阶段,形成了一个具有层控特征的多因复成铀矿床,从而为本区指明了找矿方向. 相似文献
55.
临汾区块地应力三维数值模拟研究 总被引:1,自引:0,他引:1
在地质构造分析和岩石力学性质测试的基础上,进行了临汾区块的地应力有限元三维数值模拟研究,探讨了地应力在区域和层域上的分布规律及其对区内煤层气成藏的影响。研究表明,应力强度总体上随深度递增,断层对应力强度分布具有明显的影响;断层附近应力强度的最大值分布在断层与断层的交叉点、断层与底部硬质岩层界面附近,应力性质在断层夹块内和支断层一侧发生转变出现拉应力区,断层与地表的交点附近也呈现局部拉应力区;煤层软弱带呈现应力降低。研究区的地应力分布特征有利于煤层气从深部向浅部运移,并在背斜轴部相对富集。 相似文献
56.
Theoretical aspects of cap-rock and fault seals for single- and two-phase hydrocarbon columns 总被引:6,自引:0,他引:6
Cap-rock seals can be divided genetically into those that fail by capillary leakage (membrane seals) and those whose capillary entry pressures are so high that seal failure preferentially occurs by fracturing and/or wedging open of faults (hydraulic seals). A given membrane seal can trap a larger oil column than gas column at shallow depths, but below a critical depth (interval), gas is more easily sealed than oil. This critical depth increases with lower API gravity, lower oil GOR and overpressured conditions (for the gas phase). These observations arise from a series of modelling studies of membrane sealing and can be conveniently represented using pressure/ depth (P/D) profiles through sealed hydrocarbon columns. P/D diagrams have been applied to the more complex situation of the membrane sealing of a gas cap underlain by an oil rim; at seal capacity, such a two-phase column will be always greater than if only oil or gas occurs below the seal.These conclusions contrast with those for hydraulic seals where the seal capacity to oil always exceeds that for gas. Moreover, a trapped two-phase column, at hydraulic seal capacity will be less than the maximum-allowed oil-only column, but more than the maximum gas-only column. Unlike membrane seals, hydraulic seal capacity should be directly related to cap-rock thickness, in addition to the magnitude of the minimum effective stress in the sealing layer and the degree of overpressure development in the sequence as a whole.Fault-related seals are effectively analogous to membrane cap-rocks which have been tilted to the angle of the fault plane. Consequently, all of the above conclusions derived for membrane cap-rocks apply to both sealing faults sensu stricto (fault plane itself seals) and juxtaposition faults (hydrocarbon trapped laterally against a juxtaposed sealing unit). The maximum-allowed two-phase column trapped by a sealing fault is greater than for equivalent oil-only and gas-only columns, but less than that predicted for a horizontal membrane cap-rock under similar conditions. Where a two-phase column is present on both sides of a sealing fault (which is at two-phase seal capacity), a deeper oil/water contact (OWC) in one fault block is associated with a deeper gas/oil contact (GOC) compared with the adjacent fault block. If the fault seal is discontinuous in the gas leg, however, the deeper OWC is accompanied by a shallower GOC, whereas a break in the fault seal in the oil leg results in a common OWC in both fault blocks, even though separate GOC's exist. Schematic P/D profiles are provided for each of the above situations from which a series of fundamental equations governing single- and two-phase cap-rock and fault seal capacities can be derived. These relationships may have significant implications for exploration prospect appraisal exercises where more meaningful estimates of differential seal capacities can be made.The membrane sealing theory developed herein assumes that all reservoirs and seals are water-wet and no hydrodynamic flow exists. The conclusions on membrane seal capacity place constraints on the migration efficiency of gas along low-permeabiligy paths at depth where fracturing, wedging open of faults and/or diffusion process may be more important. Contrary to previous assertions, it is speculated that leakage of hydrocarbons through membrane seals occurs in distinct pulses such that the seal is at or near the theoretically calculated seal capacity, once this has been initially attained.Finally, the developed seal theory and P/D profile concepts are applied to a series of development geological problems including the effects of differential depletion, and degree of aquifer support, on sealing fault leakage, and the evaluation of barriers to vertical cross-flow using RFT profiles through depleted reservoirs. It is shown that imbibition processes and dynamic effects related to active cross-flow across such barriers often preclude quantitative analysis and solution of these problems for which simulation studies are usually required. 相似文献
57.
C. M. Aruffo A. Rodriguez-herrera E. Tenthorey F. Krzikalla J. Minton A. Henk 《Australian Journal of Earth Sciences》2013,60(7):987-1001
This paper presents the first published 3D geomechanical modelling study of the CO2CRC Otway Project, located in the state of Victoria, Australia. The results of this work contribute to one of the main objectives of the CO2CRC, which is to demonstrate the feasibility of CO2 storage in a depleted gas reservoir. With this aim in mind, a one-way coupled flow and geomechanics model is presented, with the capability of predicting changes to the in situ stress field caused by changes in reservoir pressure owing to CO2 production and injection. A parametric study investigating the pore pressures required to reactivate key, reservoir-bounding faults has been conducted, and the results from the numerical simulation and analytical analysis are compared. The numerical simulation indicates that the critical pore fluid pressure to cause fault reactivation is 1.15 times the original pressure as opposed to 1.5 times for the comparable analytical model. Possible reasons for the differences between the numerical and analytical models can be ascribed to the higher degree of complexity incorporated in the numerical model. Heterogeneity in terms of lateral variations of hydrological and mechanical parameters, effect of topography, presence of faults and interaction between cells are considered to be the main sources for the different estimation of critical pore pressure. The numerical model, which incorporates this greater complexity, is able then to better describe the state of stress that acts in the subsurface compared with a simple 1D analytical model. Moreover, the reactivation pressures depend mainly on the state of stress described; therefore we suggest that numerical models be performed when possible. 相似文献
58.
59.
V.S. Imaev L.P. Imaeva O.P. Smekalin A.V. Chipizubov A.N. Ovsyuchenko I.I. Kolodeznikov 《Russian Geology and Geophysics》2018,59(7):813-826
Seismotectonic deformation and crustal stress pattern have been studied comprehensively in major seismogenic structures of the Kharaulakh sector of the Verkhoyansk fold system and adjacent parts of the Chersky seismotectonic zone. The study focuses on neotectonic structures, deep structure, and systems of active faults, as well as tectonic stress fields inferred by tectonophysical analysis of Late Cenozoic faults and folds. The results, along with geological and geophysical data, reveal main strain directions and structural patterns of crustal stress and strain in the Arctic segment of the Eurasia-North America plate boundary. The area is a junction of mid-ocean and continental structures evolving in a mixed setting of extension, compression, and their various combinations. The rotation pole of the two plates is presumably located near Buor-Khaya Bay. In this case, extension is expected to act currently upon the neotectonic structures north of the bay and compression to control those in the south and southeast. This inference is consistent with the identified zoning of stress and strain in the Kharaulakh sector. 相似文献
60.
山东郯城麦坡被命名为典型地震活动断层遗址,其最醒目的标志是郯庐断裂带主干断层(F2)东盘的紫灰色下白垩统逆冲到断层西盘的红棕色第四系之上且界线截然。野外调查和试验分析表明,郯城麦坡第四系于泉组中发育液化砂涌管、液化砂脉、震裂缝充填构造和同沉积断层等地震引发的软沉积物变形构造——地震事件记录。根据软沉积物变形构造的砂质黏土光释光测年分析,推断这些软沉积物变形构造所记录的地震事件属郯庐断裂带主干断层F2在中更新世晚期发生的强构造与地震活动。这些地震事件记录为研究郯庐断裂带新构造运动与地震活动提供了新资料,也丰富了该地震活动断层遗址的内涵。 相似文献