全文获取类型
收费全文 | 2757篇 |
免费 | 647篇 |
国内免费 | 532篇 |
专业分类
测绘学 | 360篇 |
大气科学 | 419篇 |
地球物理 | 767篇 |
地质学 | 1318篇 |
海洋学 | 407篇 |
天文学 | 197篇 |
综合类 | 130篇 |
自然地理 | 338篇 |
出版年
2024年 | 8篇 |
2023年 | 32篇 |
2022年 | 79篇 |
2021年 | 113篇 |
2020年 | 116篇 |
2019年 | 148篇 |
2018年 | 117篇 |
2017年 | 122篇 |
2016年 | 131篇 |
2015年 | 138篇 |
2014年 | 158篇 |
2013年 | 183篇 |
2012年 | 202篇 |
2011年 | 196篇 |
2010年 | 154篇 |
2009年 | 179篇 |
2008年 | 178篇 |
2007年 | 218篇 |
2006年 | 219篇 |
2005年 | 163篇 |
2004年 | 192篇 |
2003年 | 123篇 |
2002年 | 137篇 |
2001年 | 97篇 |
2000年 | 91篇 |
1999年 | 95篇 |
1998年 | 68篇 |
1997年 | 42篇 |
1996年 | 38篇 |
1995年 | 34篇 |
1994年 | 37篇 |
1993年 | 28篇 |
1992年 | 15篇 |
1991年 | 17篇 |
1990年 | 7篇 |
1989年 | 11篇 |
1988年 | 7篇 |
1987年 | 14篇 |
1986年 | 8篇 |
1985年 | 5篇 |
1984年 | 6篇 |
1983年 | 1篇 |
1981年 | 2篇 |
1979年 | 2篇 |
1954年 | 5篇 |
排序方式: 共有3936条查询结果,搜索用时 31 毫秒
71.
河流相储层特征及识别:一个老河口油田的实例分析(英文) 总被引:4,自引:1,他引:3
河流相储层是一种重要的储层类型,寻找河道砂体是油气勘探的一项重要工作。但是河道变迁比较频繁,叠置比较严重,加之地震资料本身信噪比和分辨率的限制,河流相储层的精细描述至今仍存在一定的困难。本文以胜利油田老河口三维工区为例,首先研究了本区河流相储层的基本特征,发现该类储层剖面上呈强相位、切片上连续性好和频谱上呈低频特征;通过颜色处理和地震精细解释,发现本区河流相储层存在类串珠状特征,为了验证这一观测结果,我们用正演模拟分析了其形成机理,为在类似工区识别此类古河道找到了新的途径;应用多属性融合和RGB显示技术,河道下切特征更加明显,很好地彰显了河道结构特征,提高了河道识别能力;最后,我们研究并开发了多子波检测技术,检测出更多河流相弱反射信息。 相似文献
72.
Seyyed Mohammad Mousavi Amir Hossein Alavi Ali Mollahasani Amir Hossein Gandomi 《Engineering Geology》2011,123(4):324
In this study, new empirical equations were developed to predict the soil deformation moduli utilizing a hybrid method coupling genetic programming and simulated annealing, called GP/SA. The proposed models relate secant (Es), unloading (Eu) and reloading (Er) moduli obtained from plate load–settlement curves to the basic soil physical properties. Several models with different combinations of the influencing parameters were developed and checked to select the best GP/SA models. The database used for developing the models was established upon a series of plate load tests (PLT) conducted on different soil types at various depths. The validity of the models was tested using parts of the test results that were not included in the analysis. The validation of the models was further verified using several statistical criteria. A traditional GP analysis was performed to benchmark the GP/SA models. The contributions of the parameters affecting Es, Eu and Er were analyzed through a sensitivity analysis. The proposed models are able to estimate the soil deformation moduli with an acceptable degree of accuracy. The Es prediction model has a remarkably better performance than the models developed for predicting Eu and Er. The simplified formulations for Es, Eu and Er provide significantly better results than the GP-based models and empirical models found in the literature. 相似文献
73.
New empirical models were developed to predict the soil deformation moduli using gene expression programming (GEP). The principal soil deformation parameters formulated were secant (Es) and reloading (Er) moduli. The proposed models relate Es and Er obtained from plate load-settlement curves to the basic soil physical properties. The best GEP models were selected after developing and controlling several models with different combinations of the influencing parameters. The experimental database used for developing the models was established upon a series of plate load tests conducted on different soil types at depths of 1–24 m. To verify the applicability of the derived models, they were employed to estimate the soil moduli of a part of test results that were not included in the analysis. The external validation of the models was further verified using several statistical criteria recommended by researchers. A sensitivity analysis was carried out to determine the contributions of the parameters affecting Es and Er. The proposed models give precise estimates of the soil deformation moduli. The Es prediction model provides considerably better results in comparison with the model developed for Er. The simplified formulation for Es significantly outperforms the empirical equations found in the literature. The derived models can reliably be employed for pre-design purposes. 相似文献
74.
75.
76.
77.
长6油层组储集砂岩主要为岩屑长石砂岩,粒度较细,分选中等偏差,填隙物主要为碳酸盐矿物和粘土矿物。砂岩的物质组成影响着其储层性能,储层物性随着石英含量的增加而变好,而随着岩屑含量的增加而变差。砂岩中长石的溶蚀作用是改善储层物性的关键因素。填隙物的含量越大,则孔隙喉道堵塞和充填的程度增加,导致储层物性变差。 相似文献
78.
79.
A virtual wave gauge (VWG) technique based on stereo imaging is developed to remotely measure water wave height, period, and direction. VWG minimizes computational costs by directly tracking the elevation of the water surface at selected points of interest using a Eulerian based dynamic searching algorithm. Results show that the VWG technique developed in this paper dramatically improves efficiency by two orders of magnitude compared to the traditional Lagrangian–Eulerian based point cloud method of stereo image processing. VWG is tested against traditional wave wire gauges to within 98% accuracy for significant wave height. Furthermore, the flexibility of the VWG is demonstrated in two field applications. First in an offshore breaking wave case, an array of VWGs is used to efficiently measure wave directionality. Second to investigate the reflection coefficient of a rock-mounted structure interacting with nearshore waves, linear and spatial VWG arrays are designed and implemented based on a priori information of the wave field from a preliminary VWG measurement. Overall, we demonstrate that the flexible and computational efficient VWG technique has the potential to make real-time remote stereo imaging wave measurements a reality. 相似文献
80.
2006年夏季福建近海台风风暴潮特征分析 总被引:1,自引:0,他引:1
根据2006年夏季福建沿岸4个海洋观测站和福建近海5个潜标水位观测站的水位观测资料,分析了在4个热带气旋影响下的福建近海风暴潮特征.结果表明:福建沿岸海域的台风风暴潮大小不完全取决于台风强弱,与大风半径关系密切.若台风大风区覆盖整个台湾海峡,福建沿岸海域增水都较大,比如0604号强热带风暴“碧利斯”的大风区较大,由其引起厦门海洋观测站的最大增水高度达114em.0608号超强台风“桑美”和0609号强热带风暴“宝霞”双台风的大风区都比较小,由其引起的各测站增水相对也较小,增水高度最大的厦门海洋观测站只有52em.比较福建近海潜标水位观测站及其附近的海洋观测站采用11点(11h)滑动平均后的最大增水可知,福建近海潜标观测站台风增水高度(22~46cm)比沿岸海洋观测站的台风增水高度(62—73em)小40%左右.这表明台风增水有个向岸堆积的过程,即测站离岸越远,台风增水高度就越小.位于热带气旋(0605号台风“格关”)行进路径右侧的测站增水较大(平潭海洋观测站极值增水高度为49em,崇武海洋观测站极值增水高度为55em),位于热带风暴行进路径左侧的测站增水较小(东山海洋观测站极值增水高度为45cm).通过对0604号强热带风暴“碧利斯”引起的各测站增水滤除高频振荡后,福建沿岸海洋观测站最大增水高度从大到小依次为崇武站(74orfl)、平潭站(73em)、厦门站(68om)、东山站(62cm),可见距离热带风暴中心越近(距离热带风暴中心从近到远依次为平潭、崇武、厦门、东山海洋观测站),增水高度越大,反之,增水高度越小.台湾海峡地形和福建沿岸海域地形容易出现双(多)增水峰现象.通过对各测站台风增水时间序列进行最大熵谱分析可知,热带气旋容易引起福建沿岸和近海各测站台风增水出现周期为12.0h的振荡. 相似文献