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石砌U型高桥台是西部山区公路建设中广泛采用的结构形式,也是一个受力复杂的砌体结构,在填土荷载和车辆荷载作用下经常发生局部开裂破坏,其破坏机理尚不清楚,为了研究其破坏机理并解决局部开裂破坏问题,本文采用常规U型桥台及钢筋混凝土圈梁及倒角加固改进后的10∶1模型进行试验研究,并进行了三维有限元分析。通过试验及计算结果,基本摸清了其破坏机理,并验证所采用的改进方法简单可靠。 相似文献
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This study investigates the role of air transport service in the attractiveness of universities to national students, examining how it might stimulate local economic development by attracting highly skilled labor. Examining the flow of Italian university students at the provincial level in 2003–2012, we find that the air transport service affects university attractiveness for long-distance students living at least 300 km from their university. Specifically, accessibility increases with the proximity of universities to airports, when low-cost carriers serve university routes and more alternative airports exist at the origin. Further, our results suggest that, over the last decade, air transport service has facilitated mobility of long-distance students from southern areas to universities in the north of Italy, where students generally move to increase their future prospects. 相似文献
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地震条件下桥台台背主动土压力简化计算方法 总被引:2,自引:0,他引:2
通过分析,本文提出了地震下桥台台背主动土压力简化计算方法,计算结果表明了这一公式的合理性。此法并具有以下特点:充分考虑了铁路荷载特点,考虑了墙背爷斜较大时所带来的土压力误差,避名了φ〈n时公式使用的限制等。 相似文献
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当高速公路与桥梁的连接段存在较大厚度的软土层时,路基软土将在上覆路堤荷载作用下,发生侧向变形,此时的桥台桩将承受来自于土体水平移动引起的侧向荷载。土的侧向荷载对桥台桩基的水平位移和弯曲变形具有重大影响.往往导致桥台桩身发生挠曲甚至破坏。因此有必要对桥台桩的变形机制.不同模式下柱侧压力的产生机理及桩的几种破坏模式进行分析,从而为进一步研究提供理论依据。 相似文献
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Research purposes: Gravity retaining wall limit state design research is based on the design research of retaining structure limit state of open-cut foundation with the lateral earth pressure supported by wall body weight. This paper sums up the research thought of gravity retaining wall and analyzed their main calculation results, which provides reference for the open-cut foundation retaining structure design research of cantilever retaining wall, counterfort retaining wall, groove type retaining wall and so on. Research conclusions: (1) The steps for design research of the gravity retaining wall limit state are to establish a limit state equation, to calculate reliability index and determine the target reliability index, calculate partial coefficient and set up the design expression. (2) The most critical factor influencing gravity retaining wall limit state is comprehensive internal friction angle. (3) There are different function calculations and different design conditions for the gravity retaining wall in the current specification, their underlying reliability index is different, the corresponding partial coefficient should also be different. (4) The research conclusion can be used to guide the design of gravity retaining wall, which provides the reference to the design research of other open-cut foundation retaining structure. 相似文献