全文获取类型
收费全文 | 3437篇 |
免费 | 967篇 |
国内免费 | 1976篇 |
专业分类
测绘学 | 22篇 |
大气科学 | 78篇 |
地球物理 | 719篇 |
地质学 | 5040篇 |
海洋学 | 61篇 |
天文学 | 97篇 |
综合类 | 196篇 |
自然地理 | 167篇 |
出版年
2024年 | 31篇 |
2023年 | 81篇 |
2022年 | 160篇 |
2021年 | 160篇 |
2020年 | 198篇 |
2019年 | 232篇 |
2018年 | 221篇 |
2017年 | 222篇 |
2016年 | 229篇 |
2015年 | 256篇 |
2014年 | 248篇 |
2013年 | 233篇 |
2012年 | 298篇 |
2011年 | 258篇 |
2010年 | 235篇 |
2009年 | 304篇 |
2008年 | 202篇 |
2007年 | 273篇 |
2006年 | 270篇 |
2005年 | 219篇 |
2004年 | 241篇 |
2003年 | 216篇 |
2002年 | 183篇 |
2001年 | 166篇 |
2000年 | 177篇 |
1999年 | 188篇 |
1998年 | 158篇 |
1997年 | 128篇 |
1996年 | 109篇 |
1995年 | 110篇 |
1994年 | 92篇 |
1993年 | 90篇 |
1992年 | 62篇 |
1991年 | 26篇 |
1990年 | 32篇 |
1989年 | 17篇 |
1988年 | 18篇 |
1987年 | 14篇 |
1986年 | 6篇 |
1985年 | 4篇 |
1984年 | 4篇 |
1983年 | 1篇 |
1979年 | 5篇 |
1954年 | 3篇 |
排序方式: 共有6380条查询结果,搜索用时 593 毫秒
411.
新疆可可塔勒铅锌成矿带成矿规律 总被引:3,自引:0,他引:3
阿尔泰山南缘可可塔勒铅锌成矿带主要由麦兹、克兰、冲乎尔 3个泥盆纪含矿火山沉积盆地组成 ,产于陆缘裂谷带内侧 (近陆一侧 ) ,下泥盆统康布铁堡组上亚组流纹—英安质火山沉积建造是主含矿层位。按特征矿物组合的不同可分为块状硫化物型、磁铁硫化物型和萤石方铅矿型 3个矿化类型。含矿盆地中规模较大的矿床产于断陷深度大、火山活动强烈的次级火山洼地中。铅锌矿化空间上具有南北分带、东西分区的分布规律性 ,时间上具有较明显的演化性 ,由早到晚 (层位自下而上 )典型的演化序列为 :Fe→ Fe、Pb、Zn→ Pb、Zn、Ag→Pb、Ag( F,Ba)。不同级别的构造控制了不同级别的矿化 ,构成了构造控矿系列 相似文献
412.
穿过张家口—渤海地震带西缘的折射剖面所揭示的地壳上地幔构造与速度结构 总被引:6,自引:0,他引:6
近期完成的北北东向的繁峙~太仆寺旗宽角反射/折射剖面,由山西断隆进入内蒙地轴,它穿过了山西地震带的大同~阳高震区和北西西向张家口~渤海地震带的西北缘。其主要目的是探测研究张~渤地震带及其两侧壳幔构造与速度结构的差异及其与地震活动的相关性。结果表明:张~渤地震带壳内界面及莫霍面较其两侧有1.0~2.0km的不同程度的上隆;在阳原~张家口之间地壳结构纵向与横向非均匀性明显,上地壳和下地壳上部有局部的速度逆转,下地壳下部的低速层由山西断隆一直延伸至内蒙地轴,上地幔顶部的速度梯度明显增大;在阳原、怀安和张北附近分别存在着延伸至莫霍面的地壳深断裂带;在内蒙地轴一系列壳内界面不明显。 相似文献
413.
张北6.2级地震发生在小震条带上 总被引:10,自引:4,他引:6
分析晋、冀、蒙交界地区的地震分布格局,发现张北地震前存在小地震条带。条带由20余年持续发生的小震组成,与华北地壳应力场最大剪切应力方向相同,是燕山-渤海地震构造带的西延段落。6.2级强震发生在条的东端。文中讨论了张北地震地点预测失误的原因,提出采用地震学和地震地质学交叉,融合的思路,分析观今小地震活动图象、震源机制资料,从构造学,运动学,动力学角度,研究地壳深部地震构造的方法。 相似文献
414.
山东中部一条明显的北西向中强地震带 总被引:1,自引:0,他引:1
长清-临沂地震带是山东中部一条明显的北西向中强地震带,由9次中强地震组成。这些地震沿北西向展布,主要分布在四个震源区,大致呈50 ̄55km等间距分布。除1668年郯城地震与北北东向的郯庐断裂带有关外,其它地震受北西向蒙山断裂控制,是该断裂各为层段新活动的结果。另外,该地城带内地震的发生还有一定深部构造背景。未来应注意研究该带内再次发生中强地震的可能。 相似文献
415.
北淮阳盆岭构造带是大别造山带的重要组成部分。佛子岭岩群代表了早古生代扬子地块北缘大别古岛弧弧前海盆的火山沉积建造,在加里东运动陆块对接过程中变形变质。石炭系梅山群具磨拉石建造特征。在华力西印支期陆内俯冲褶皱带的基础上,燕山期沿桐柏桐城断裂伸展北移,近东西向断陷盆地发育,形成盆岭构造景观。南侧大别山强烈隆升,铸就了现今大别山变质核杂岩构造格局。中生代岩浆活动是区内重要铀源,具有成矿潜力的地质体是响洪甸正长岩体和北带粗面质火山碎屑岩 相似文献
416.
新疆阿尔泰造山带矿床成矿系列 总被引:3,自引:0,他引:3
在系统分析阿尔泰造山带成矿区(带)地质构造演化和成矿特点基础上,划分了4个矿床成矿系列、4个矿床成矿亚系列和6个矿床式。矿床成矿系列和亚系列的形成和分布受区域构造岩浆演化制约。阿尔泰造山带矿床成矿系列具有鲜明的晚古生代成矿作用特点。区域构造演化的规律和后期构造对早期构造的叠加,决定了矿床成矿系列的规律分布和局部复合。 相似文献
417.
大别山造山带核部九资河-天堂寨花岗岩的成因和时代 总被引:5,自引:0,他引:5
近十余年来,众多国内外著名学者、专家对大别山造山带进行了深入研究,一些长期争论不休的问题逐渐取得了一致意见。如大别山造山带是华北地块与扬子地块于印支期陆—陆碰撞的产物[1~3],但是,仍有相当多的重大地质问题还未取得共识。如伴随造山带形成的“天堂寨混... 相似文献
418.
419.
长治水泥厂区域地震地质环境评价 总被引:1,自引:0,他引:1
长治水泥厂位于山西隆起区南部长治盆地, 长治盆地属中强潜在震原区。场地附近晋获断裂现代活动相对较弱, 晚更新后断裂基本停止活动, 对水泥厂场地无直接影响。 相似文献
420.
Tianshan is one of the longest and most active intracontinental orogenic belts in the world. Due to the collision between Indian and Eurasian plates since Cenozoic, the Tianshan has been suffering from intense compression, shortening and uplifting. With the continuous extension of deformation to the foreland direction, a series of active reverse fault fold belts have been formed. The Xihu anticline is the fourth row of active fold reverse fault zone on the leading edge of the north Tianshan foreland basin. For the north Tianshan Mountains, predecessors have carried out a lot of research on the activity of the second and third rows of the active fold-reverse faults, and achieved fruitful results. But there is no systematic study on the Quaternary activities of the Xihu anticline zone. How is the structural belt distributed in space?What are the geometric and kinematic characteristics?What are the fold types and growth mechanism?How does the deformation amount and characteristics of anticline change?In view of these problems, we chose Xihu anticline as the research object. Through the analysis of surface geology, topography and geomorphology and the interpretation of seismic reflection profile across the anticline, we studied the geometry, kinematic characteristics, fold type and growth mechanism of the structural belt, and calculated the shortening, uplift and interlayer strain of the anticline by area depth strain analysis.
In this paper, by interpreting the five seismic reflection profiles across the anticline belt, and combining the characteristics of surface geology and geomorphology, we studied the types, growth mechanism, geometry and kinematics characteristics, and deformation amount of the fold. The deformation length of Xihu anticline is more than 47km from west to east, in which the hidden length is more than 14km. The maximum deformation width of the exposed area is 8.5km. The Xihu anticline is characterized by small surface deformation, simple structural style and symmetrical occurrence. The interpretation of seismic reflection profile shows that the deep structural style of the anticline is relatively complex. In addition to the continuous development of a series of secondary faults in the interior of Xihu anticline, an anticline with small deformation amplitude(Xihubei anticline)is continuously developed in the north of Xihu anticline. The terrain high point of Xihu anticline is located about 12km west of Kuitun River. The deformation amplitude decreases rapidly to the east and decreases slowly to the west, which is consistent with the interpretation results of seismic reflection profile and the calculation results of shortening. The Xihu anticline is a detachment fold with the growth type of limb rotation. The deformation of Xihu anticline is calculated by area depth strain analysis method. The shortening of five seismic reflection sections A, B, C, D and E is(650±70) m, (1 070±70) m, (780±50) m, (200±40) m and(130±30) m, respectively. The shortening amount is the largest near the seismic reflection profile B of the anticline, and decreases gradually along the strike to the east and west ends of the anticline, with a more rapidly decrease to the east, which indicates that the topographic high point is also a structural high point. The excess area caused by the inflow of external material or outflow of internal matter is between -0.34km2 to 0.56km2. The average shortening of the Xihubei anticline is between(60±10) m and(130±40) m, and the excess area caused by the inflow of external material is between 0.50km2 and 0.74km2. The initial locations of the growth strata at the east part is about 1.9~2.0km underground, and the initial location of the growth strata at the west part is about 3.7km underground. We can see the strata overlying the Xihu anticline at 3.3km under ground, the strata above are basically not deformed, indicating that this section of the anticline is no longer active. 相似文献
In this paper, by interpreting the five seismic reflection profiles across the anticline belt, and combining the characteristics of surface geology and geomorphology, we studied the types, growth mechanism, geometry and kinematics characteristics, and deformation amount of the fold. The deformation length of Xihu anticline is more than 47km from west to east, in which the hidden length is more than 14km. The maximum deformation width of the exposed area is 8.5km. The Xihu anticline is characterized by small surface deformation, simple structural style and symmetrical occurrence. The interpretation of seismic reflection profile shows that the deep structural style of the anticline is relatively complex. In addition to the continuous development of a series of secondary faults in the interior of Xihu anticline, an anticline with small deformation amplitude(Xihubei anticline)is continuously developed in the north of Xihu anticline. The terrain high point of Xihu anticline is located about 12km west of Kuitun River. The deformation amplitude decreases rapidly to the east and decreases slowly to the west, which is consistent with the interpretation results of seismic reflection profile and the calculation results of shortening. The Xihu anticline is a detachment fold with the growth type of limb rotation. The deformation of Xihu anticline is calculated by area depth strain analysis method. The shortening of five seismic reflection sections A, B, C, D and E is(650±70) m, (1 070±70) m, (780±50) m, (200±40) m and(130±30) m, respectively. The shortening amount is the largest near the seismic reflection profile B of the anticline, and decreases gradually along the strike to the east and west ends of the anticline, with a more rapidly decrease to the east, which indicates that the topographic high point is also a structural high point. The excess area caused by the inflow of external material or outflow of internal matter is between -0.34km2 to 0.56km2. The average shortening of the Xihubei anticline is between(60±10) m and(130±40) m, and the excess area caused by the inflow of external material is between 0.50km2 and 0.74km2. The initial locations of the growth strata at the east part is about 1.9~2.0km underground, and the initial location of the growth strata at the west part is about 3.7km underground. We can see the strata overlying the Xihu anticline at 3.3km under ground, the strata above are basically not deformed, indicating that this section of the anticline is no longer active. 相似文献