全文获取类型
收费全文 | 1256篇 |
免费 | 173篇 |
国内免费 | 203篇 |
专业分类
测绘学 | 248篇 |
大气科学 | 95篇 |
地球物理 | 390篇 |
地质学 | 555篇 |
海洋学 | 100篇 |
天文学 | 5篇 |
综合类 | 92篇 |
自然地理 | 147篇 |
出版年
2024年 | 4篇 |
2023年 | 5篇 |
2022年 | 21篇 |
2021年 | 30篇 |
2020年 | 33篇 |
2019年 | 31篇 |
2018年 | 46篇 |
2017年 | 38篇 |
2016年 | 51篇 |
2015年 | 47篇 |
2014年 | 80篇 |
2013年 | 82篇 |
2012年 | 84篇 |
2011年 | 76篇 |
2010年 | 63篇 |
2009年 | 68篇 |
2008年 | 66篇 |
2007年 | 88篇 |
2006年 | 109篇 |
2005年 | 79篇 |
2004年 | 70篇 |
2003年 | 67篇 |
2002年 | 59篇 |
2001年 | 61篇 |
2000年 | 51篇 |
1999年 | 45篇 |
1998年 | 28篇 |
1997年 | 31篇 |
1996年 | 20篇 |
1995年 | 18篇 |
1994年 | 15篇 |
1993年 | 17篇 |
1992年 | 9篇 |
1991年 | 9篇 |
1990年 | 8篇 |
1989年 | 9篇 |
1988年 | 4篇 |
1987年 | 2篇 |
1986年 | 2篇 |
1985年 | 1篇 |
1984年 | 2篇 |
1983年 | 1篇 |
1978年 | 2篇 |
排序方式: 共有1632条查询结果,搜索用时 15 毫秒
91.
92.
面对连云港市新浦区软土地基上施工的某住宅楼 ,施工时由于对北楼部分桩出现的缩颈及断裂未能妥善处理 ,造成楼房北倾的问题。经协商 ,及时采取了旋喷桩加固法加固北楼基础 :采用沉降法(切桩 )、纠偏 (使各承台均匀、协调、沉降 )、接桩、固封等措施 ,效果良好。 相似文献
93.
94.
挖孔桩在长春市应用及承载力评定 总被引:1,自引:0,他引:1
挖孔桩承载力的评价是国内、吉林省内重大课题,直接关系到它应用前景。本文试图结合国内现行诸规范,结合长春市实例,提出建议性意见,供广大设计者参考。 相似文献
95.
96.
Storm deposits and storm-generated coarse carbonate breccias on a pelagic outer shelf (South-East Basin, France) 总被引:2,自引:0,他引:2
Michel Seguret Alexis Moussine-Pouchkine Guilherme Raja Gabaglia & Frederic Bouchette 《Sedimentology》2001,48(2):231-254
Uppermost Jurassic limestones of the South‐East Basin (France) are organized into four facies associations that were deposited in four distinct zones: (1) peritidal lagoonal limestones; (2) bioclastic and reefal limestones; (3) pelagic lime mudstones; (4) lime mudstones/calcarenites/coarse breccias. Calcarenite deposits of zone 4 exhibit sedimentary structures that are diagnostic of deposition under wave‐induced combined flow. In subzone 4a, both vertical and lateral transitions from lime mudstone/calcarenite to breccia indicate in situ brecciation under wave‐cyclic loading. Breccias were produced by heterogeneous liquefaction of material previously deposited on the sea floor. Deposits in subzone 4a record relatively long periods (>400 kyr) of sedimentation below wave base, alternating with periods of deposition under wave‐induced currents and periods of in situ deformation. In this zone, storm waves were attenuated by wave–sediment interaction, and wave energy was absorbed by the deformation of soft sediment. With reference to present‐day wave attenuation, water depths in this zone ranged between 50 and 80 m. Landwards of the attenuation zone, in zone 3, storm waves were reduced to fair‐weather wave heights. Storm wave base was not horizontal and became shallower landwards. As a consequence, water depth and wave energy were not linearly related. On a small area of the seaward edge of subzone 4a, cobbles were removed by traction currents and redeposited in subzone 4b. There, they formed a 100‐m‐thick wedge, which prograded over 3 km and was built up by the stacking of 5‐ to 20‐m‐thick cross‐stratified sets of coarse breccia. This wedge records the transport and redeposition of cobbles by a high‐velocity unidirectional component of a combined flow. The increase in flow velocity in a restricted area is proposed to result from flow concentration in a channel‐like structure of the downwelling in the gulf formed by the basin. In more distal subzone 4c, the hydrodynamic effect of wave‐induced currents was quasi‐permanent, and brecciation by wave–sediment interaction occurred only episodically. This indicates that, seawards of the attenuation zone, hydrodynamic storm wave base was deeper than mechanical storm wave base. Uppermost Jurassic carbonates were deposited and soft‐sediment deformed on a hurricane‐dominated ramp of very gentle slope and characterized by a zone of storm wave degeneration, located seawards of a zone of sedimentation below wave base. 相似文献
97.
注浆法在填土地基加固处理中的应用实例 总被引:3,自引:0,他引:3
泸溪县武溪110kv变电站场地地基为人工开挖山坡堆填而成,填土厚薄不均,由块石、碎石及粉土构成。变电站建成后,建筑物及地面发生不均匀沉降,建设方要求进行加固处理,经过反复对比和投资验算,确定采用充填、渗透注浆法对填土地基注入浓水泥浆进行加固处理。施工前,先要进行注浆试验,选择合理的注浆方式和技术参数。注浆加固后,通过一年多的观察,建筑物及地面不均匀沉隆均得到控制,达到了提高地基承载力,稳定建筑的目的。 相似文献
98.
系统介绍了泥浆材料的现状及发展趋势,重点叙述了水基泥浆、油基泥浆及合成基泥浆这3大类泥浆材料的现状及发展趋势。 相似文献
99.
100.