全文获取类型
收费全文 | 1026篇 |
免费 | 172篇 |
国内免费 | 388篇 |
专业分类
测绘学 | 92篇 |
大气科学 | 45篇 |
地球物理 | 280篇 |
地质学 | 849篇 |
海洋学 | 142篇 |
天文学 | 2篇 |
综合类 | 66篇 |
自然地理 | 110篇 |
出版年
2024年 | 9篇 |
2023年 | 13篇 |
2022年 | 25篇 |
2021年 | 20篇 |
2020年 | 36篇 |
2019年 | 52篇 |
2018年 | 56篇 |
2017年 | 45篇 |
2016年 | 59篇 |
2015年 | 83篇 |
2014年 | 75篇 |
2013年 | 71篇 |
2012年 | 70篇 |
2011年 | 100篇 |
2010年 | 82篇 |
2009年 | 93篇 |
2008年 | 105篇 |
2007年 | 97篇 |
2006年 | 115篇 |
2005年 | 67篇 |
2004年 | 68篇 |
2003年 | 57篇 |
2002年 | 38篇 |
2001年 | 31篇 |
2000年 | 18篇 |
1999年 | 24篇 |
1998年 | 17篇 |
1997年 | 16篇 |
1996年 | 10篇 |
1995年 | 12篇 |
1994年 | 6篇 |
1993年 | 7篇 |
1992年 | 5篇 |
1991年 | 1篇 |
1988年 | 1篇 |
1987年 | 1篇 |
1979年 | 1篇 |
排序方式: 共有1586条查询结果,搜索用时 421 毫秒
101.
《Marine Policy》2014
This paper analyzes International Maritime Organization (IMO) involvement in maritime cooperation regime in the Straits of Malacca and Singapore through multilateralism. It begins by introducing the maritime cooperation regime prior to 2001, which was mainly trilateral in nature through Tripartite Technical Expert Group on the Safety of Navigation (TTEG). Although TTEG managed to increase the level of safety of navigation in the Straits of Malacca and Singapore through the implementation of the Traffic Separation Scheme (TSS) in 1981 and Mandatory Ship Reporting System (STRAITREP) in 1998, such cooperation was beset by financial strain and conflict of interests. Subsequently, there was a change in the cooperation regime after 9/11 incident. This paper identifies that the change was contributed by the IMO through a methodology called multilateralism. Three important principles were adopted by IMO in implementing multilateralism in the Straits of Malacca and Singapore, namely generalized principles of conduct (respect for sovereignty and compliance with burden sharing principle under Article 43 of UNCLOS 1982), diffuse reciprocity, and indivisibility. This paper concludes that multilateralism by IMO has transformed trilateral cooperation into multilateral cooperation in the Straits of Malacca, combining state actors (littoral states and user states) and non-state actors (non-governmental organizations and international shipping industries). 相似文献
102.
基于瑞雷波测试原理及测试方法,主要研究了瑞雷波检测结果在含块石人工填土强夯地基处理中的应用.瑞雷波检测数据不仅可以对场地均匀性及有效加固深度进行评价,采这数据,结合其它检测手段,还可以确定强夯地基的变形模量、地基承载力、地基沉降量等地基参数,具有现实的工程指导意义. 相似文献
103.
以南京某边坡结构面中的滑带土为研究对象,定量分析不同的滑带土颗粒级配情况下,岩质边坡结构面中粘土矿物含量及含水率的变化对边坡稳定性影响机制及变化规律.随着粘土矿物的增加,安全系数值整体上呈现减小的趋势,安全系数在45%~55%之间时达到最低;随含水率的增加,安全系数值也呈下降的趋势.采用了粒子群算法对试验成果作以解析,结果显示,随着粘土矿物含量的增加,安全系数的变化为非线性,但始终表现出较好的相关性,其相关系数由小变大;安全系数值与含水率呈现出一种负相关的线性关系,且保持较高的相关性,相关系数在0.90以上,较符合一般的自然规律. 相似文献
104.
105.
深水浅层钻井过程中可能遇到浅水流、浅层气以及天然气水合物层分解等3种浅层地质灾害(简称"三浅")。要规避这些风险,必须需要开展浅水流、浅层气和天然气水合物成因机理、识别特征及工程危害等方面的研究。国外利用地球物理识别技术和数值模拟方法,结合深水油气钻井测井开展了这方面的研究,在"三浅"地质灾害的形成机理和控制因素方面取得了较为重要的研究进展。目前国内学者利用地球物理方法在南海北部深水区LW3-1大气田的周围发现了超压系统、浅层气和天然气水合物。深水水道砂体的发现也推断南海北部深水区具有"三浅"地质灾害发育的地质条件。随着深水油气勘探开发的不断深入,评估和预测南海北部深水钻井的"三浅"地质灾害十分迫切。 相似文献
106.
学界对旅游安全事故成因的分析主要借鉴安全管理学,旅游活动的地理时空特殊性未受到充分重视,已有相关研究偏宏观定量测度,深度案例研究较少。从旅游场地特征、惯常非足迹环境和流动性三个因素入手,对2009—2019年共84起赴泰游客安全事故进行时空场景特征解析,为旅游安全事故防控提供了来自地理学的补充解释。研究发现:第一,旅游安全事故的类型与危害程度受到目的地客观地理环境特征的高度影响,而并非是单纯的管理问题。泰国夏季多暴雨的气候特征与多山地的地形特征显著影响了涉水旅游活动以及水陆交通活动,导致船艇交通事故、山区车祸与沙滩溺亡事故高发。第二,旅游目的地中存在的惯常非足迹环境场所容易触发安全事故,如:公路、沙滩泳场、酒店、便利店等。由于中泰社会与文化差异较大,惯常非足迹环境容易导致游客产生风险认知偏差,进而提高了行为决策的出错率,从而增加了安全风险。第三,空间流动性越高的场所,安全事故发生的概率越高,如交通道路和海域航线等地。本文的贡献在于揭示了地理环境复杂性对旅游安全管理与主体风险认知偏差的影响。 相似文献
107.
针对测绘外业作业环境恶劣、安全风险较高等现状,结合外业车辆和人员安全监管工作的实际需要,提出了一种基于北斗二代系统的移动智能安全监管系统,文中给出了系统的设计思路、系统的架构设计,并介绍了系统的关键技术。系统通过北斗二代终端设备实现在Android智能手机上对车辆和人员进行实时监管,建立了按院管车、以车管人的外业生产安全监管机制,实现了车辆与人员管理的实时化、可控化、智能化,为人财物的安全管理提供了行之有效的科技支撑手段。 相似文献
108.
陈德权 《测绘与空间地理信息》2014,(5):107-109
基于现有的福建省地理信息公共服务平台结合WebGIS相关技术,设计实现了福建省检验检疫进口食品安全追溯系统。实现了食品安全信息与GIS信息的快速关联,使得进口食品监管更加直观,为科学决策提供依据。 相似文献
109.
Hysteresis is a common feature exhibited in hydraulic properties of an unsaturated soil. The movement of wetting front and the hysteresis effect are important factors which impact the shear strength of the unsaturated soil and the mechanics of shallow landslides. These failures are mainly triggered by the deepening of the wetting front accompanied by a decrease in matric suction induced by infiltration. This research establishes a method for determining a stability analysis of unsaturated infinite soil slopes, integrating the influence of infiltration and the water retention curve hysteresis. Furthermore, the present stability analysis method including the infiltration model and the advanced Mohr–Coulomb failure criterion calculates the variations of the safety factor (FS) in accordance with different slope angle, depth and hydrological processes. The experimentally measured data on the effect of hysteresis are also carried out for comparison. Numerical analyses, employing both wetting and drying hydraulic behaviour of unsaturated soil, are performed to study the difference in soil‐water content as observed in the experiments. The simulating approximations also fully responded to the experimental data of sand box. The results suggest that the hysteresis behaviour affect the distribution of soil‐water content within the slope indeed. The hysteresis made the FS values a remarkable recovery during the period of non‐rainfall in a rainfall event. The appropriate hydraulic properties of soil (i.e. wetting or drying) should be used in accordance with the processes that unsaturated soil actually experience. This method will enable us to acquire more accurate matric suction head and the unsaturated soil‐shear strength as it changes with the hysteretic flow, in order to calculate into the stability analysis of shallow landslides. An advanced understanding of the process mechanism afforded by this method is critical to realizing a reliable and appropriate design for slope stabilization. It also offers some immediate reference information to the disaster reduction department of the government. Copyright © 2011 John Wiley & Sons, Ltd. 相似文献
110.
This paper gives a brief presentation of the study on foundation of a residential business complex. The unfavourable geotechnical conditions of the site considered led to the need to improve the natural foundation soil. The most favourable and rational solution for providing safety and stability of structures was the combination of gravel and a sub-base. Computations were done as follows: analysis of the stress–strain state by using the parameters of the natural non-improved soil and analyses performed by using the parameters of the improved soil. The results from these analyses were used for analysis of the integral soil–structure system. Hence, complete information on the possibility for optimisation of the foundation structure was obtained. 相似文献