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赵小晴, 詹伟, 严鑫, 王金昌, 杨仲轩, 龚晓南. 悬索桥锚碇研究现状及未来发展展望[J]. 岩土工程学报, 2021, 43(S2): 150-153. DOI: 10.11779/CJGE2021S2036
引用本文: 赵小晴, 詹伟, 严鑫, 王金昌, 杨仲轩, 龚晓南. 悬索桥锚碇研究现状及未来发展展望[J]. 岩土工程学报, 2021, 43(S2): 150-153. DOI: 10.11779/CJGE2021S2036
ZHAO Xiao-qing, ZHAN Wei, YAN Xin, WANG Jin-chang, YANG Zhong-xuan, GONG Xiao-nan. Research status and future development prospect of suspension bridge anchorage[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 150-153. DOI: 10.11779/CJGE2021S2036
Citation: ZHAO Xiao-qing, ZHAN Wei, YAN Xin, WANG Jin-chang, YANG Zhong-xuan, GONG Xiao-nan. Research status and future development prospect of suspension bridge anchorage[J]. Chinese Journal of Geotechnical Engineering, 2021, 43(S2): 150-153. DOI: 10.11779/CJGE2021S2036

悬索桥锚碇研究现状及未来发展展望

Research status and future development prospect of suspension bridge anchorage

  • 摘要: 随着大跨悬索桥跨径的增加,对锚碇基础提出了更高要求,锚碇尺寸越来越大导致造价越来越高,统计分析了已有悬索桥重力式锚碇基础的信息;从规范方法和基于机理分析方法角度对传统锚碇基础和新型桩碇组合结构基础进行了分析,提出了满足稳定和变形分析的计算方法和策略,并对新型桩碇组合结构基础的研究给出了建议。

     

    Abstract: With the increase of the span of long-span suspension bridges, higher requirements are put forward for anchorage foundation. The larger and larger size of anchorage leads to higher and higher cost. The information of the existing gravity anchorage foundation of suspension bridge is statistically analyzed. The traditional anchorage foundation and the new pile anchorage composite structure foundation are analyzed from the angle of the standard method and the mechanism-based analysis method. The relevant method and strategy of stability and deformation analysis are put forward, and some suggestions for the researches on the new pile anchorage composite structure foundation are given.

     

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