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31.
Large-scale field tests were conducted to study set-up effect in open-ended prestressed high-strength concrete pipe piles jacked into stratified soil. Four open-ended prestressed high-strength concrete pipe piles with 13 and 18 m in embedment depth were fully instrumented with fiber Bragg grating sensors and installed. Several restrike dynamic tests were performed on each test pile, with the time interval from 21.5 to 284 hours after installation. Static loading tests (SLTs) were later performed on each test pile at 408 hours after installation to substantiate the dynamic tests. Changes with time in pile bearing capacity and in the shaft and toe resistances were studied based on the results of the pile tests. The development of shaft resistance set-up in different layers was studied in particular. It was found that set-up effect in the shaft resistance is significant and the toe resistance increment was minor. The overall set-up factor of total bearing capacity was found to range from 0.09 to 0.53, and the set-up effect of friction pile is much larger than the end bearing pile. More significant set-up in shaft resistance was observed in fill and alluvium layer. The dimensionless set-up factor A for shaft resistance in marine deposits ranges from 0.5 to 1.43, and it contributes the most to the shaft resistance as the shaft resistance in marine deposits is higher. 相似文献
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通过对大兴安岭地区侏罗系与白垩系之间不整合面的讨论,以地层区域对比及同位素测年数据等信息确定其界线,达到本区侏罗系与白垩系界线的可识别性、客观性和稳定性之目的.同时,对该区主要地层形成的大地构造环境的研究,认为土城子组是碰撞造山后伸展阶段形成的一套陆相红层,也是侏罗纪结束的标准层;而满克头鄂博组、玛尼吐组和白音高老组则是碰撞造山后垮塌阶段形成的火山地层.以大规模火山爆发为特征,本区开始了白垩纪地壳演化阶段.侏罗系与白垩系界线位于土城子组与满克头鄂博组之间,二者界线以区域不整合(假整合)为特征,不整合面形成于碰撞造山后伸展与垮塌的转换时期. 相似文献
34.
对上海地区某实际工程的钻孔灌注桩试成孔进行成孔测试,首先,统计分析测试所得孔径数据,得出了钻孔灌注桩考虑成孔卸荷效应的孔径随时间及空间的变化规律,孔径缩小量与时间呈正相关,且缩小幅度逐渐减小,最后趋于稳定;不同土层的孔径变化量不同,黏聚力c越小,内摩擦角φ越大,孔壁稳定性就越差,表现为该土层的孔径变化量越大。其次,采用科学合理的拟合公式对不同土层孔径变化进行拟合,拟合度较高,能够真实反映出孔径变化的特点和规律。最后,基于Kelvin模型,运用弹性理论,结合拟合公式,推导出更符合实际的孔径变化公式和反映孔壁稳定性的公式,并合理地解释了不同土层稳定性存在差异的原因。得出的结论对上海地区的成孔施工质量控制具有重要的价值。 相似文献
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小兴安岭鹿鸣大型钼矿LA-ICP-MS锆石U-Pb和辉钼矿Re-Os年龄及其地质意义 总被引:8,自引:0,他引:8
鹿鸣钼矿是小兴安岭地区于近年发现的大型斑岩型钼矿床。为探讨研究区成岩成矿关系及其地质意义,在对矿化特征分析的基础上,采用LA-ICP-MS锆石U-Pb技术对鹿鸣地区含矿二长花岗岩测年,获得成岩年龄为 (187.1±1.2) Ma (n=15, MSWD=0.70) 。通过辉钼矿样品Re-Os同位素分析,获得等值线年龄为(177.4±3.5) Ma (n=11, MSWD=0.71) ,加权平均年龄为(178.08±0.79) Ma (n=11,MSWD=0.46)。两种方法获得的年龄大致相近,表明它们形成于同一成岩成矿系统。鹿鸣钼矿成岩成矿年龄,与乌奴格吐山铜钼矿、兰家沟钼矿和杨家杖子钼矿等矿床辉钼矿Re-Os同位素年龄相近,表明包括小兴安岭地区在内的我国东北地区广泛存在早侏罗世岩浆-成矿作用。微量元素和同位素指纹显示,鹿鸣钼矿形成于地壳挤压向拉伸转换的构造环境,成矿物质为壳幔混合来源。 相似文献
37.
Takami Morita Shigeyoshi Otosaka Kou Nishiuchi Haruya Yamada Masayuki Minakawa 《Marine pollution bulletin》2010,60(8):1193-1199
60Co were detected in common octopus specimens collected in the East China Sea in 1996-2005. The source of 60Co has remained unclear yet. Stable isotope analyses showed that there was no difference in stable Co concentrations between octopus samples with 60Co and without 60Co. This result showed that the stable Co in the digestive gland of octopus potentially did not include a trace amount of 60Co and the source of 60Co existed independently. Furthermore, investigations of octopus in other area and other species indicated that the origin of the source of 60Co occurred locally in the restricted area in the East China Sea and not in the coastal area of Japan. Concentrations of 60Co have annually decreased with shorter half-life than the physical half-life. This decrease tendency suggests that the sources of 60Co were identical and were temporary dumped into the East China Sea as a solid waste. 相似文献
38.
对运用离散单元法模拟改性土流动特性的可行性进行了分析,提出了改性土离散元接触本构模型,在此基础上对改性土坍落度实验进行了离散元数值模拟。在实验室内对标准坍落度实验进行了改进,坍落度实验数值模拟得到的改性土坍落后的形态再现了实验室结果,并且标记点的垂直位移与实验室实测结果一致性较好。 相似文献
39.
依据措莫隆锡多金属矿区高山稀疏灌丛草甸下,花岗岩外接触带中2个矽卡岩(透辉符山矽卡岩和萤石透辉矽卡岩)残积风化壳垂向剖面系统取样、分析成果,揭示了高寒湖泊区矽卡岩残积风化壳中元素的表生活动性序列,探讨了其表生地球化学共性、个性及主要控制因素.在这些矽卡岩风化壳中大量地淋失了CaO和F,强烈地集聚了K2O、Na2O、SiO2、P2O5、Sr、TFe,和母岩中具有很高含量的Bi、Cu、As;TMn在多数风化层中被淋失;TFe从富有机质风化层中淋出,在低含有机质风化层中被强烈氧化析出;Al2O3、TiO2、Sn、Be等两性元素表生活动能力很大,Sn被较强烈淋失.Al2O3、MgO、Zn、B、Hg等在其含量很高或很低的母岩上覆残积风化壳中分别被淋失或被集聚,呈现出不同的表生性状.母岩中具有很高含量的Ag、Mo,在低含有机质的上覆残积风化壳中表生活动能力比富有机质的上覆残积风化壳中表生活动能力小得多. 相似文献
40.
Xiuying Xing Zhiqing Kou Ziyi Huang Jiin-Jen Lee 《Pure and Applied Geophysics》2013,170(6-8):1149-1168
Tsunamis waves caused by submarine earthquake or landslide might contain large wave energy, which could cause significant human loss and property damage locally as well as in distant region. The response of three harbors located at the Pacific coast (i.e. Crescent City Harbor, Los Angeles/Long Beach Port, and San Diego Harbor) to six well-known tsunamis events generated (both near-field and far-field) between 2005 and 2011 are examined and simulated using a hybrid finite element numerical model in frequency domain. The model incorporated the effects of wave refraction, wave diffraction, partial wave reflection from boundaries, entrance and bottom energy dissipation. It can be applied to harbor regions with arbitrary shapes and variable water depth. The computed resonant periods or modes of oscillation for three harbors are in good agreement with the energy spectral analysis of the time series of water surface elevations recorded at tide gauge stations inside three harbors during the six tsunamis events. The computed wave induced currents based on the present model are also in qualitative agreement with some of the reported eye-witness accounts absence of reliable current data. The simulated results show that each harbor responded differently and significantly amplified certain wave period(s) of incident wave trains according to the shape, topography, characteristic dimensions and water depth of the harbor basins. 相似文献