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文章阐述了坞门制造的多种方案,充分合理使用船台的优质资源,提高生产效率,有效保证工程质量精度。浮船坞内的"一次进坞,落差坐墩"大合拢,更是一种新工艺的探索,为类似工程积累经验。 相似文献
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文章针对南友高速公路路基存在典型膨胀土的工程特性,介绍采用封闭包盖技术填筑膨胀土路堤的关键填筑技术,为类似工程提供参考。 相似文献
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This study aims at quantifying the distribution of REEs associated with chemical weathering processes, as well as investigating weathering mechanisms and source regions of the Gaoping (formerly spelled Kaoping) River (KPR) catchment basin located at southwestern Taiwan. Spatial distributions of dissolved rare earth elements, as well as major ions, trace elements and Sr isotopes in river waters were analyzed using SF-ICPMS and TIMS. Our results indicate that REE concentrations and patterns predominantly reflect sources and intensity of chemical weathering along the river's catchment. Most specimens have high Na/Cl (4.2–30.1 mol/mol) ratios due to strong weathering intensity in the upper stream. The Na/Ca and Mg/Ca ratios suggest the main contribution is from weathering of silicates and carbonates. Total concentrations of REEs are rather low in the Gaoping (Kaoping) River (6.7–15.4 ng/L), possibly influenced by adsorption onto suspended particles. The REE patterns also reflect source heterogeneity in weathering minerals with large LREE depletion and MREE enrichment. Europium is strongly enriched in the Gaoping (Kaoping) River water, as a result of its preferential dissolution from suspended particles. Unique Gadolinium anomaly is present in all specimens, likely related to contamination due to clinic waste disposal. Small fractionations of LREE/HREE have occurred along the KPR and can be used as a distinct signature for source identification. The main stream samples exhibit a relatively wide range of 87Sr/86Sr, 0.71265–0.71360, with a systematical increase downstream due to source mixing of dissolved basalt (less radiogenic) and sedimentary rocks. Each tributary shows distinct Sr isotope signatures due to different rock types and ages. These isotopic and elemental compositions provide important information on weathering source and erosion budget. 相似文献
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U型盾构采用移动式盾体进行基坑支护,推进力是设计与应用环节中的重要参数之一。为解决U型盾构推进力的设计问题,以岩土力学和结构力学理论为基础,分析U型盾构在推进过程中推进阻力的产生原因和组成部分,建立U型盾构推进阻力的分项模型,分别对U型盾构推进时的侧部岩土及附加载荷产生的阻力、前部推板的推进阻力、自重摩擦阻力、爬坡阻力、盾尾与管节的摩擦阻力进行理论模型推导,结合地勘及设计参数对各分项阻力进行计算,并对各部分的构成占比进行分析。在实际工程应用中,分别检测统计出2种工况下的总推进力数据,并与理论计算进行比对。结果显示在2种工况下,理论模型的计算数据和实际检测的数据基本相符,表明计算模型的正确性,其分析方法及结果可为类似项目设计提供参考。 相似文献
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This study aims to develop work zone speed‐flow and capacity models, which incorporate work zone configuration factors including the number of work zones, geometrical alignment, work zone speed limit, and work zone length. On the basis of the traffic data from six work zone sites with various work zone configurations, two nonlinear traffic speed and flow models including work zone configuration factors are developed for the uncongested and congested traffic conditions, respectively. A work zone capacity model is proposed on the basis of the two models. The three models can further be used to examine the effects of work zone configuration factors on the speed‐flow relationship and capacity at work zones. Results show that traffic speed, traffic flow, and work zone capacity increase with the posted speed limit. Traffic speed under uncongested conditions decreases with the geometric alignment, the number of work zones, work zone length, and heavy vehicle percentage. Under congested conditions, the increase of the number of work zones is found to exhibit a larger negative impact on the traffic flow than the increase of geometric alignment. The number of work zones is also found to have the largest negative impacts on work zone capacity, followed by the geometric alignment. Short work zone length exhibits a relatively minor contribution to increasing work zone capacity. Copyright © 2014 John Wiley & Sons, Ltd. 相似文献
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