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83.
利用湖南省棋梓桥万罗山定向爆破观测资料,使用迭代法对棋梓桥至酃县剖面进行了二维构造反演,得到4层地壳结构模型:界面1埋深1.8—4km,v<6.0km/s;界面2埋深10.5—15km,6.0km/s相似文献
84.
河南祁雨沟爆破角砾岩型金矿床包裹体研究 总被引:10,自引:1,他引:10
本文通过包裹体研究了祁雨沟爆破角砾岩型金矿床成矿流体来源、性质和成矿物理化学条件,为该类型金矿找矿与评价提供依据。 相似文献
85.
连县小带铅锌铁锰矿床特征与喷流沉积机制浅析 总被引:1,自引:0,他引:1
连县小带是粤北近几年发现的又一喷流沉积铅锌矿床。简要介绍其成矿环境、地质特征,讨论喷流(喷气)沉积(成矿)作用及成矿分带的主要地球化学机制,如因脉动喷流(喷气)造成盆地内地球化学性质的周期变化,引起矿石组构的周期变化等。 相似文献
86.
It is well known that the accuracy of mesh-based numerical simulations of underwater explosion strongly relies on the mesh size adopted in the analyses. Although a numerical analysis of underwater explosion can be performed with enough accuracy by using considerably fine meshes, such fine meshes may lead to substantially increase in the CPU time and the usage of computer memory. Thus, how to determine a suitable mesh size in numerical simulations is always a problem confronted when attempting to study the shock wave propagation resulting from underwater explosion and the subsequent response of structures. Considering that there is currently no universally accepted method for resolving this problem, this paper aims to propose a simple method to determine the mesh size for numerical simulations of near field underwater explosion. To this end, the mesh size effects on the shock wave propagation of underwater explosion are carefully investigated for different charge weights, through which the correlation between mesh sizes and charge weights is identified. Based on the numerical study, a dimensionless variable (λ), defined as the ratio of the radius of charge to the side length of element, is introduced to be the criterion for determining the mesh size in simulations. It is interesting to note that the presented method is suitable for various charge weights. By using the proposed meshing rule, adequate balance between solution accuracy and computational efficiency can be achieved for different blast scenarios in numerical simulations of underwater explosion. 相似文献
87.
The lower Cambrian develops a set of organic-rich black shales in Yangtze Platform and is regarded as one of the key layers of shale gas exploration. The microscope pore structure characteristics and methane sorption capacity were investigated using scanning electron microscope, nitrogen adsorption and methane sorption experiments, and then their controlling factors combining with organic matter, mineral compositions were discussed for Niutitang shales in Zunyi area, Mufushan shales in Nanjing area and Huangboling shales in Chizhou area. The results show as below; ( I ) The pores in lower Cambrian shales are mainly dominated by organic pores, interlayer pores in clay minerals and micro-fractures, as well as containing some intergranular pores between brittle mineral grains, honeycomb poies formed by pyrite crystals falling out, and dissolution molds in fossils; ( 2) DKT pore size distributions show the pores is mainly concentrated in the range of less than 4 nm in lower Cambrian shales and kerogens, while a certain amount of pores are above 4 nm are also existed in lower Cambrian shales, which may be contributed by smectite; ( 3)The specific surface area, pore volume and Langmuir methane sorption capacity of the lower Cambrian shales are ranging from 5.58 to 31. 96 inVg, 0.026 to 0.088 mL/g and 1.36 to 5. 3 mL/g, respectively, which are mainly controlled by TOC and smectite contents, but the effect of TOC and smectite on physical properties are quite different for the lower Cambrian shales in different regions; ( 4)The specific surface area of two Niutitang kerogens are 7. 08 and 7. 92 times than that of the shales and methane sorp-Tion capacity of kerogens arc 5.81 and 7.09 times than that of the shales, suggesting that kerogen is a main carrier of methane gas occurrence in. 相似文献
88.
Underwater Explosion Treatment of Marine Soft Foundation 总被引:11,自引:0,他引:11
Zheng Zhemin Yang Zhengsheng Jin Liu
Professor Academician of Chinese Academy of Sciences Director of Mechanics Institute of Chinese Academy of Sciences Beijing
Professor Mechanics Institute of Chinese Academy of Sciences Beijing Senior Engineer Lianyungang Harbor Construction Command Post Lianyungang Province of Jiangsu 《中国海洋工程》1991,(2)
The consolidation of soft foundation is a problem that commonly appears in harbor construction engineering on muddy coast. Introduced in this paper is the experimental study on underwater explosion treatment of soft foundation, including the regulations of explosion hollow development and medium movement, the law of similarity of densification and settlement of filled stone mass by shock wave pressure and explosion energy and their construction technologies, etc. A number of projects have been completed by applying this new technique, and the technique itself has been proved practicable. 相似文献
89.
使用DCS-302数字磁带记录地震仪在近场(震中距△≤5km)观测人工爆破源产生的地震波,在不同方位、不同震中距和土层条件下得到了9条近场地面运动加速度记录。通过回放及计算机处理研究了近场爆破地震波记录波形特征、频谱特性、振幅特征、衰减情况以及加速度最大幅值和相应的卓越周期。 相似文献
90.
水下爆破工程中炸药药量的修正计算 总被引:1,自引:0,他引:1
在水下爆破工程中,所用药量一般是按照库尔公式来进行计算的。在爆炸过程中自由水面和水底面对爆炸作用会产生界面影响,为此提出了水下爆炸受到界面影响的药量修正系数Ki(i=1、2、3)的概念,以便在水下爆破施工中合理方便地确定实际药量。 相似文献