首页 | 本学科首页   官方微博 | 高级检索  
文章检索
  按 检索   检索词:      
出版年份:   被引次数:   他引次数: 提示:输入*表示无穷大
  收费全文   178篇
  免费   77篇
  国内免费   32篇
测绘学   2篇
地球物理   146篇
地质学   98篇
海洋学   27篇
综合类   9篇
自然地理   5篇
  2022年   4篇
  2021年   11篇
  2020年   14篇
  2019年   9篇
  2018年   13篇
  2017年   8篇
  2016年   16篇
  2015年   12篇
  2014年   13篇
  2013年   10篇
  2012年   8篇
  2011年   18篇
  2010年   6篇
  2009年   12篇
  2008年   20篇
  2007年   12篇
  2006年   13篇
  2005年   17篇
  2004年   14篇
  2003年   4篇
  2002年   3篇
  2001年   8篇
  2000年   2篇
  1999年   5篇
  1998年   3篇
  1997年   8篇
  1996年   3篇
  1995年   7篇
  1994年   1篇
  1993年   2篇
  1992年   1篇
  1991年   1篇
  1990年   2篇
  1989年   3篇
  1988年   1篇
  1987年   1篇
  1985年   1篇
  1979年   1篇
排序方式: 共有287条查询结果,搜索用时 15 毫秒
1.
Abstract

The ground vibrations during pile driving operation have a drastic potential to undermine the surrounding structures both in land and reclaimed land. Particularly, reclaimed land necessitates ample application of pile driving due to the weak land condition. To prevent the structural damage, attenuation of the ground vibrations to an allowable level through active isolation of circular open trench is the scope of this study. In this research, finite element simulations of continuous impact pile driving process from the ground surface was executed with particular attention to the pile-soil interaction, and thereby, the efficiency of open trench application in attenuation of the unsafe distance of different structures was surveyed using the vibration sensitivity degree. Regarding the crucial parameters of an open trench (depth, width, and location), it was concluded that a sufficient high depth can attenuate the unsafe distance up to 68%, the trench width variations are less effective, and an average pile-trench distance is the most efficient option. The excavation volume was also concluded as another crucial parameter in open trench design which takes all three parameters into account. The trench depth equal to the pile’s maximum critical depth of vibration was inferred for an optimum design.  相似文献   
2.
Soil erosion in the Anthropocene: Research needs   总被引:6,自引:0,他引:6       下载免费PDF全文
Soil erosion is a geomorphological and, at the same time, a land degradation process that may cause environmental and property damage, loss of livelihoods and services as well as social and economic disruption. Erosion not only lowers soil quality on‐site, but causes also significant sediment‐related problems off‐site. Given the large number of research papers on this topic, one might therefore conclude that we know now almost everything about soil erosion and its control so that little new knowledge can be added. This conclusion can be refuted by pointing to some major research gaps. There is a need for more research attention to (1) improved understanding of both natural and anthropogenic soil erosion processes and their interactions, (2) scaling up soil erosion processes and rates in space and time, and (3) innovative techniques and strategies to prevent soil erosion or reduce erosion rates. This is illustrated with various case studies from around the world. If future research addresses these research gaps, we will (1) better understand processes and their interactions operating at a range of spatial and temporal scales, predict their rates as well as their on‐site and off‐site impacts, which is academically spoken rewarding but also crucial for better targeting erosion control measures, and (2) we will be in a better position to select the most appropriate and effective soil erosion control techniques and strategies which are highly necessary for a sustainable use of soils in the Anthropocene. Copyright © 2017 John Wiley & Sons, Ltd.  相似文献   
3.
As a part of the north-south seismic zone in China, a lot of M6.0-7.2 earthquakes have occurred in the margin faults of the Minshan block in history. This work attempted to characterize the geometry and activity of the north section of the Minjiang fault in this region based on high-resolution satellite images, geologic and geomorphic investigations, micro-geomorphic surveys, and trench excavation. The results show left-lateral-slip and Holocene activity of this structure. Along it, the offset landform has a continuous linearity on Ⅱ terraces near the Chuanpan village. The vertical height of the fault scarp measures 3.1 meters, which is almost the same as the accumulative horizontal displacement of the gully. The accumulative horizontal shortening due to faulting is 3.0 meters. Calculation using the model of displacement-dependent characteristic earthquakes shows both the vertical and horizontal co-seismic displacements and the horizontal shortening amount are about 1.0 meter. While strata dating suggests that the vertical and horizontal slip rates are all about 0.7-0.9mm/a, and the horizontal shortening rate is approximately 1.0-1.1mm/a. The excavated trench, perpendicular to the fault trace, reveals low-angle thrust dipping in 260åt 29°. From the relationship of the fault, colluvial wedge and stratigraphy ages, three palaeoseismic events are identified from youngest to oldest at 0-295a BP, 1 405-1 565a BP, and 2 750-2 875a BP, respectively, with recurrence intervals 1 110-1 565 years and elapsed time about 0-295 years。According to the relationship between magnitude and active parameters, it is considered that the northern segment of the Minjiang fault is capable of generating M7 or greater earthquakes. Now it is in the process of stress accumulation, having a certain seismic risk.  相似文献   
4.
郑云超  佴磊  徐燕  王宏 《世界地质》2018,37(1):259-266
为了更好的研究草炭土湿地基本信息,获取草炭土分布特征,选择吉林省东部沼泽草炭土湿地为研究对象,运用高密度电阻率法,对比不同装置下探测结果的差异,再与已知的探槽资料做对比,得出温纳—施伦贝格装置为最可靠、最合理的探测装置。再将该装置运用到其他草炭土地区,得出对草炭土湿地的探测为浅层地质问题,草炭土的视电阻率为50~300Ω·m,深度为1.2~3.9 m,在反演图像中表现为低阻体部分,各地层间层状结构明显,电性界限分明。  相似文献   
5.
More attention has been paid to the late Quaternary activity of the boundary fault of the Sichuan-Yunnan block in eastern Tibet. The Lijiang-Xiaojinhe Fault (LXF) locates along the boundary of the northwest Sichuan and central Yunnan sub-blocks in the Sichuan-Yunnan block. Clear displaced landforms show that the fault has undergone strong late-Quaternary activity. However there is no surface-rupturing earthquake occurring on the LXF in the historical record. The LXF crosses the city of Lijiang, one of the most important tourist cities in Southwest China. The rupture behavior on this fault remains unclear and it is hard to assess its seismic hazard in the future. In this study, on the base of the interpretation of high-resolution satellite imagery, we chose the middle segment of the LXF and dug three trenches at Muzhuda, Hongxing, and Gantangzi sites to constrain the ages of paleoearthquakes combined with radiocarbon dating and OxCal modeling. The Muzhuda trench shows that at least three events occurred on the middle segment of the LXF at 7 940~6 540a BP, 4 740~4 050a BP and 1 830~420a BP, respectively. The Hongxing trench indicates that the LXF underwent two events at 5 120~3 200a BP and 2 100~1 220a BP. The Gantangzi trench reveals at least three paleoearthquakes at 44 980~17 660a BP, 7 210~3 810a BP and 2 540~1 540a BP, respectively. The events in the Gantangzi trench might be incomplete because of stratigraphic gap. These three trenches indicate that three events occurred on the middle segment of the LXF in the Holocene at 7 940~7 210a BP, 4 740~4 050a BP and 1 830~1 540a BP, respectively. Large earthquakes on the middle segment of the LXF appear to fit the quasi-periodic model with the mean recurrence interval of~3 000a and the estimated magnitude 7.5. Given the strong late-Quaternary activity of the middle segment of the LXF and a long elapsed time, we propose that the middle segment of the LXF might have a high seismic hazard potential in the near future.  相似文献   
6.
The cyclic nature of glaciations and related postglacial faulting represents a risk for the deep geological disposal of spent nuclear fuel in areas likely to be affected by future glaciations. Seismic history was therefore studied by means of detecting geomorphological structures on airborne laser scanning digital elevation models and underground by excavating in an esker and trenching across a postglacial fault located in northern Fennoscandia. OLS dating and assessing the geomorphological structures was used for timing of the seismic history. The results suggest that the faulting of different segments in the Pasmajärvi complex is due to at least two late Weichselian events, which probably occurred both subglacially and postglacially. The most reliable input for the moment magnitude estimates was vertical slip profiles, and therefore these estimates (MW ≈ 6.4–6.9) are suggested. © 2020 John Wiley & Sons, Ltd.  相似文献   
7.
The article presents a theoretical investigation of the propagation of normally and obliquely incident plane shear waves past a rectangular trench filled up with water saturated soil sandwiched between anisotropic elastic media. The motivation for this work is due to the effectiveness of the isolation of waves by the in-filled rectangular trench. Unlike the most of the previous researchers, this model considers the soil–structure interaction effects and directly determines the influence of barrier in the form of in-filled trench on the mode of wave propagation. It is of interest to determine the reflection and transmission coefficients, and the energy partition distribution of shear waves in the in-filled rectangular trench showing the influence of barrier on the propagation of waves. An extensive parametric study through numerical computation is carried out to investigate the influence of the material properties of the in-filled trench and the amplitude ratios on shear waves. The in-filled trench barrier directly declines the intensity of waves significantly in such a way that the waves do not create any hazards to the nearby structures, if exists at all.  相似文献   
8.
北京平原南口—孙河断裂带北西段活动性分析   总被引:5,自引:3,他引:2       下载免费PDF全文
南口—孙河断裂是北京平原区唯一一条北西向的活动断裂,也是张家口—渤海地震带中最醒目的隐伏、半隐伏的第四纪活动断裂。对南口—孙河断裂北西段开展了浅层地震勘探和钻探工程,验证了该目标断裂的精确定位。笔者通过钻孔岩心及探槽剖面的对比分析,并结合磁性地层研究及~(14)C年龄测定,对该断裂第四纪以来的活动性进行了探讨。研究表明,南口—孙河断裂具有粘滑兼蠕滑的活动特点,中更新世、晚更新世和全新世以来的垂直活动速率分别为0.12 mn/a、0.58 mm/a、0.31 mm/a。总体表现为弱-强-弱的规律。晚更新世以来至少可识别出两次古地震事件,分别为距今(9230±45)aBP~(9370±40)aBP和(13620±90)aBP~(13960±60)aBP,错断地层的最浅深度为1.2 m。同时探讨了城市隐伏活动断裂的研究思路和方法。  相似文献   
9.
青海玉树地区活动断裂与地震   总被引:4,自引:1,他引:3  
青海玉树是巴颜喀拉地块西南边界上的典型历史强震区。最新的活动断裂遥感解译与地表调查结果表明,该区新构造期间主要发育清水河断裂带、玉树断裂带、阿布多断裂带和杂多断裂带4条NW向左旋走滑活动断裂带。其中,构成玉树—鲜水河—小江断裂系尾端构造的玉树活动断裂带是该区活动性最显著的岩石圈断裂。该断裂是由当江断裂、结古—结隆断裂和巴塘断裂3条斜接的主干断层和夹杂其间的多条次级断裂所共同构成的Z型左旋剪切张扭性变形带。它在上新世以来和晚第四纪期间的左旋走滑速率为4.0~5.4mm/a,调节了该区大部分的块体挤出与旋转变形,并构成该区大震活动的主要控震构造。历史强震梳理和古地震研究揭示,玉树主干走滑断裂带自约14530a BP以来至少发生了包括2010年地震在内的共11次大地震,原地重复间隔平均在千年以上,最长达近3000a。1738年玉树西北地震之后,玉树—甘孜断裂带的主干断层表现为平均间隔为50~100a的低频、串联式分段破裂过程,并且大震活动存在从东南向西北迁移的趋势。通过对玉树断裂未来大地震危险性进行综合地质判定认为,该区至少仍存在6段未来百年内大地震危险程度不同的地震空区,潜在的大地震震级为Mw6.6~7.3,其中危险性相对较高的段落主要是当江断裂带的当江—拉则段和结古—结隆断裂带上的结隆—叶卡诺段与桑卡—相古段。  相似文献   
10.
何杰  辛文杰 《水科学进展》2019,30(6):823-833
港珠澳大桥沉管隧道E15管节基槽发生异常回淤,海底隧道沉管安装被迫中止。为查明E15管节基槽发生异常回淤的原因,先后开展了现场水文泥沙观测、遥感影像资料分析和数值模拟等多种技术手段。采用水沙数学模型反演了内伶仃岛上游采砂活动形成的浑水团在潮流作用下的扩散输移过程,沙源在数学模型中以面源形式模拟。模拟结果表明,采砂活动形成的浑水团在一个大潮期间的落潮过程中可输移扩散至基槽水域,其中E15—E27管节基槽日淤厚在采砂活动影响下将增加43.8%。数值模拟结果为查明E15管节基槽异常回淤的泥沙来源提供了佐证。E15管节以东基槽水域水沙环境复杂,天然淤积已经接近临界回淤允许值,基槽上游水域的采砂活动对沉管基槽回淤将带来不可控因素,采砂活动对周边水域产生的泥沙回淤影响应引起足够重视。  相似文献   
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号