全文获取类型
收费全文 | 1881篇 |
免费 | 206篇 |
国内免费 | 122篇 |
专业分类
测绘学 | 61篇 |
大气科学 | 103篇 |
地球物理 | 80篇 |
地质学 | 1316篇 |
海洋学 | 8篇 |
综合类 | 140篇 |
自然地理 | 501篇 |
出版年
2024年 | 3篇 |
2023年 | 36篇 |
2022年 | 75篇 |
2021年 | 49篇 |
2020年 | 50篇 |
2019年 | 56篇 |
2018年 | 42篇 |
2017年 | 30篇 |
2016年 | 36篇 |
2015年 | 48篇 |
2014年 | 132篇 |
2013年 | 107篇 |
2012年 | 128篇 |
2011年 | 139篇 |
2010年 | 142篇 |
2009年 | 104篇 |
2008年 | 101篇 |
2007年 | 72篇 |
2006年 | 92篇 |
2005年 | 72篇 |
2004年 | 73篇 |
2003年 | 69篇 |
2002年 | 58篇 |
2001年 | 62篇 |
2000年 | 58篇 |
1999年 | 42篇 |
1998年 | 31篇 |
1997年 | 41篇 |
1996年 | 49篇 |
1995年 | 52篇 |
1994年 | 28篇 |
1993年 | 17篇 |
1992年 | 40篇 |
1991年 | 29篇 |
1990年 | 31篇 |
1989年 | 8篇 |
1988年 | 6篇 |
1987年 | 1篇 |
排序方式: 共有2209条查询结果,搜索用时 15 毫秒
91.
92.
文章以湖南省南部白岭沟泥石流灾害为例,对其运动规律进行了计算分析,提出了有针对性的综合治理措施,对历史上没有观测资料的泥石流灾害的治理具有一定的指导意义。 相似文献
93.
湘西是滑坡、崩塌、泥石流等突发性地质灾害多发地区。笔者对近几年来的实际调查资料进行综合分析,认为本地突发性地质灾害多集中在5月至8月,软弱岩层及碎屑岩残坡积层中灾害体最发育,山坡由陡变缓的转折部位易拉张形成滑坡体后缘。并根据灾害体的形成机理提出了相应的防治措施。 相似文献
94.
以东川泥石流为研究对象,选取高程、坡度、坡向、起伏度、曲率、工程岩组、距断层距离、距水系距离、土地利用类型9个影响因子,以研究区144条泥石流为样本数据,建立了东川泥石流易发性评价体系。基于GIS平台,采用信息量模型计算各个评价指标状态分级的信息量值,以小流域为评价单元使用自然间断法将研究区泥石流易发程度分为极高、高、... 相似文献
95.
96.
97.
98.
The frequency and extent of debris flows have increased tremendously due to the extreme weather and the Wenchuan earthquake on May 12, 2008. Previous studies focused on the debris flow from gullies damming the mountain streams. In this paper, an equation for the run-out distance of debris flow in the main river is proposed based on the dynamic equation of debris flow at different slopes given by Takahashi. By undertaking field investigations and flume experiments, a new calculation method of the volume of debris flow damming large river is obtained. Using the percolation theory and the renormalization group theory it was deduced that the large particles should comprise more than 50% for forming a stable debris flow dam. Hence, the criteria of damming large river by debris flow is presented in terms of run-out distance and grain composition which was then validated through the event of damming river by debris flow at Gaojia gully, the upper reaches of the Minjiang River, Sichuan, China, on July 3, 2011. 相似文献
99.
Fine root is critical to restrain soil erosion and its distribution pattern is of great influence on the restraining effects. This study studied the fine root biomass(Br) distribution of different aged Leucaena leucocephala(5, 10, 15 years) in debris flow source area in Jiangjia Gully by digging downward to the bottom at different distances to stem in three directions on slope. The results showed the Br increased dramatically by 143% from 5 years to 10 years and then rose slowly by 38% from 10 years to 15 years. The Br of 5 years was significantly asymmetric between uphill and alonghill directions, but there was little difference among directions for other ages, and a concentration trend appeared to exist in downhill and alonghill directions. Moreover, fine root(D≤1 mm) was significantly heavier than that of fine root(1mmD≤2 mm), playing a leading role in the vertical distribution of the whole fine root, with a logarithmic or an exponential function. The results presented may shed light on fine root distribution pattern and evaluation of its effect on slope stability in debris flow source area. 相似文献
100.
Case history of the disastrous debris flows of Tianmo Watershed in Bomi County,Tibet, China: Some mitigation suggestions 总被引:3,自引:1,他引:2
Debris flows and landslides, extensively developing and frequently occurring along Parlung Zangbo, seriously damage the Highway from Sichuan to Tiebt(G318) at Bomi County. The disastrous debris flows of the Tianmo Watershed on Sept. 4, 2007, July 25, 2010 and Sept. 4, 2010, blocked Parlung Zangbo River and produced dammed lakes, whose outburst flow made 50 m high terrace collapse at the opposite bank due to intense scouring on the foot of the terrace. As a result, the traffic was interrupted for 16 days in 2010 because that 900 m highway base was destructed and 430 m ruined. These debris flows were initiated by the glacial melting which was induced by continuous higher temperature and the following intensive rainfall, and expanded by moraines along channels and then blocked Parlung Zangbo. At the outlet of watershed,the density, velocity and peak discharge of debris flow was 2.06 t/m3, 12.7 m/s and 3334 m3/s, respectively. When the discharge at the outlet and the deposition volume into river exceeds 2125 m3/s and 126×103 m3, respectively, debris flow will completely blocked Parlung Zangbo. Moreover,if the shear stress of river flow on the foot of terrace and the inclination angel of terrace overruns 0. 377 N/m2 and 26°, respectively, the unconsolidated terrace will be eroded by outburst flow and collapse. It was strongly recommended for mitigation that identify and evade disastrous debris flows, reduce the junction angel of channels between river and watershed, build protecting wall for highway base and keep appropriate distance between highway and the edge of unconsolidated terrace. 相似文献