全文获取类型
收费全文 | 1932篇 |
免费 | 405篇 |
国内免费 | 536篇 |
专业分类
测绘学 | 562篇 |
大气科学 | 15篇 |
地球物理 | 570篇 |
地质学 | 1365篇 |
海洋学 | 96篇 |
天文学 | 6篇 |
综合类 | 199篇 |
自然地理 | 60篇 |
出版年
2024年 | 17篇 |
2023年 | 35篇 |
2022年 | 85篇 |
2021年 | 92篇 |
2020年 | 95篇 |
2019年 | 112篇 |
2018年 | 79篇 |
2017年 | 133篇 |
2016年 | 131篇 |
2015年 | 130篇 |
2014年 | 154篇 |
2013年 | 159篇 |
2012年 | 169篇 |
2011年 | 135篇 |
2010年 | 109篇 |
2009年 | 104篇 |
2008年 | 102篇 |
2007年 | 131篇 |
2006年 | 120篇 |
2005年 | 104篇 |
2004年 | 97篇 |
2003年 | 101篇 |
2002年 | 64篇 |
2001年 | 57篇 |
2000年 | 90篇 |
1999年 | 40篇 |
1998年 | 36篇 |
1997年 | 33篇 |
1996年 | 23篇 |
1995年 | 30篇 |
1994年 | 19篇 |
1993年 | 17篇 |
1992年 | 17篇 |
1991年 | 9篇 |
1990年 | 11篇 |
1989年 | 8篇 |
1988年 | 11篇 |
1987年 | 5篇 |
1986年 | 1篇 |
1985年 | 1篇 |
1983年 | 1篇 |
1979年 | 6篇 |
排序方式: 共有2873条查询结果,搜索用时 15 毫秒
51.
The paper introduces the horizontal crustal movement obtained from GPS observations in the regional networks (including the
basic network and the fiducial network) of the Crustal Movement Observation Network of China (CMONOC) carried out in 1999
and 2001. This paper is characterized by the acquisition of the horizontal displacement velocities during the period from
1999 to 2001 at the observation stations in the regional networks with datum definition of a group of stable stations with
small mutual displacements in east China. Based on the most detailed map of horizontal crustal movement in Chinese mainland,
the division of blocks, their displacements and deformations are studied. An approach to analysis of the intensity of the
horizontal crustal deformation is proposed. The general characteristics of the recent horizontal crustal movement in Chinese
mainland and that before the Kunlunshan earthquake of M=8.1 on November 14, 2001 are analyzed.
Foundation item: The National Development and Programming Project for Key Basic Research (95-13-03-07). 相似文献
52.
Zhang Xiaoliang 《中国地震研究》2004,18(2):161-170
On the basis of Discontinuous Deformation Analysis (DDA), and considering the moderate intrusion of specific block boundaries to different extents, the first-order block motion model is established for the northeastern margin of Qinghai-Xizang(Tibet) block and the kinematical model for depicting deformation of small regions as well by using GPS observations of three periods (1991, 1999 and 2001). By simulating, we obtained the motion features of the firstorder blocks between the large WWN faults on the sides of the studied region, the distribution features of the principal strain rate field and the inhomogeneous motion features with spacetime of the faults in the northern boundary of the Qinghai-Xizang (Tibet) block. 相似文献
53.
54.
55.
机载POS系统对地定位方法初探 总被引:16,自引:4,他引:16
高精度定位定向系统(Position&;OrientationSystem,简称POS系统)能够获取机载传感器的空间位置和三轴姿态信息,从而定量化反演遥感信息获取过程,实现机载遥感直接对地定位(DirectGeoreferencing)。本文首先介绍POS与航空摄影系统的集成方法与工作原理;然后初步分析了POS系统的主要误差来源,在此基础上,研究了POS系统数据处理及误差控制方法;最后,结合河南安阳飞行试验数据的分析处理结果,进行了精度和可行性分析。 相似文献
56.
研究了定点连续形变长周期频段信息和块体构造活动的关系。研究结果表明,在川滇菱形块体内,定点连续形变观测获得的长周期频段信息中的长期趋势变化除去仪器零漂等局部干扰外,基本上都和块体运动方向或者块体边界主干断裂活动方式相一致,表明在定点连续形变长周期频段信息中,也存在有与地震孕育有关的地壳形变信息。对其在预报上的作用做了初步研究。 相似文献
57.
昆仑Ms 8.1地震前青藏块体北、东缘水平运动变形的关联特征 总被引:2,自引:0,他引:2
青藏块体东北缘和川滇GPS监测区1991(1993)、1999和2001年高精度GPS观测资料揭示:2001年11月14日昆仑Ms8.1地震前,青藏块体北、东缘构造区域水平运动变形场动态演变具有一定的关联性特征。即:在继承性运动总体背景下,临近大震发生时两区域运动强度同步减弱且变形状态发生变化。结合地质构造分析研究认为,昆仑Ms8.1地震前,青藏块体边界运动变形的关联性变化与大震孕育后期大范围应力应变快速积累所形成的扰动应力场有关;随着块体内部大震的发生、应变能的大量释放和构造应力场的调整,可能会促使块体边界地带具有较高应变积累的相关构造部位(尤其是未被历史强震破裂贯通的地带)的应力应变的进一步积累或破裂释放。 相似文献
58.
阜南-霍邱地区地处华北和华南活动地块区边缘构造带,通过对其进行地震地质调查和综合分析研究,发现晚更新世以来该区存在强度较弱的构造变形现象,即:小震沿着主要断裂呈线性条带状分布;研究区南部及断裂近侧的上更新统中发育共轭剪节理;1970年代,研究区固始、霍邱和阜南等地陆续发生过长度不一、宽窄不等、方向不同的地裂缝,展布与肥中断裂或王老人集断裂近乎一致。本文认为,研究区局部小震丛集、上更新统中赋存共轭剪节理、裂面充填物显微揉皱变形和现代地裂缝的生成等现象,反映出地壳能量被缓慢释放和相应断裂发生微弱活动;研究区曾发生过一次破坏性地震(江口集Ms43/4地震)。综上所述,研究区地壳晚第四纪以来具有微弱活动性,且主要表现为蠕滑活动方式。 相似文献
59.
Saprolite Remnants as Indicators of Pre-Glacial Landform Genesis in Southeast Sweden 总被引:3,自引:0,他引:3
Mats Olvmo Karna Lidmar-Bergström Kerstin Ericson Johan M. Bonow 《Geografiska Annaler: Series A, Physical Geography》2005,87(3):447-460
Twenty‐six sites with remnants of gravelly saprolites (grus) have been located in southeast Sweden. Joint block hills (castle kopjes) and steep rock walls with weathered joints as well as rounded boulders are documented to have an origin in deep weathering and subsequent stripping of saprolites. The saprolite remnants and landforms result from the fragmentation of the re‐exposed sub‐Cambrian peneplain along fracture systems. Only shallow saprolites occur on the elevated intact parts of the sub‐Cambrian peneplain, while saprolites up to 20 m thick are encountered in areas where the sub‐Cambrian peneplain is fractured and dissected. Neogene uplift with reactivation of the weathering system is thought to be the main cause of saprolite formation. Deep weathering is thus judged to have been the major agent of landform formation in the study area, while glacial and glaciofluvial erosion has contributed mainly by stripping saprolites, detaching corestones, and plucking joint blocks along weathered joints. 相似文献
60.
Analysis of earth dams affected by the 2001 Bhuj Earthquake 总被引:3,自引:0,他引:3
An earthquake of magnitude of 7.6 (Mw 7.6) occurred in Bhuj, India on January 26, 2001. This event inflicted damages of varying extents to a large number of small to moderate size multi-zone earth dams in the vicinity of the epicenter. Some of the distress was due to the liquefaction of saturated alluvium in foundation. Liquefaction was relatively localized for the majority of these dams because the earthquake struck in the middle of a prolonged dry season when the reservoirs behind these dams were nearly empty and shallow alluvium soils underneath the downstream portions of the dams were partly dry. Otherwise, liquefaction of foundation soils would have been more extensive and damage to these dams more significant. Six such dams have been examined in this paper. Four of these facilities, Chang, Shivlakha, Suvi, and Tapar were within the 50 km of epicenter region. These dams underwent free-field ground motion with peak ground accelerations between 0.28g to 0.52g. Of these Chang Dam underwent severe slumping, whereas Shivlakha, Suvi, and Tapar Dams were affected severely especially over the upstream sections. Fatehgadh Dam and Kaswati Dam were affected relatively less severely. Foundation conditions underneath these dams were first examined for assessing liquefaction potential. A limited amount of subsurface information available from investigations undertaken prior to the earthquake indicates that, although the foundation soils within the top 2.0 to 2.5 m underneath these dams were susceptible to liquefaction, Bhuj Earthquake did not trigger liquefaction because of lack of saturation of these layers underneath the downstream portions of these dams. These dams were then analyzed using a simple sliding block procedure using appropriate estimates of undrained soil strength parameters. The results of this analysis for these structures were found to be in general agreement with the observed deformation patterns. 相似文献