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作 者:邢玉玲 潘文浩 陆进 万源源 XING Yuling;PAN Wenhao;LU Jin;WAN Yuanyuan(Water Authority of Wuhu City,Wuhu 241000,China;Changjiang Institute of Survey,Planning,Design and Research,Wuhan 430010,China;Water Resources Bureau of Tongzhou District of Nantong City,Nantong 226399,China)
机构地区:[1]芜湖市水务局,安徽芜湖241000 [2]长江勘测规划设计研究有限责任公司,武汉430010 [3]南通市通州区水利局,江苏南通226399
出 处:《长江技术经济》2024年第3期105-109,共5页Technology and Economy of Changjiang
基 金:长江勘测规划设计研究有限责任公司自主创新基金项目(CX2021Z02)。
摘 要:新建跨河桥梁基础会对汛期堤防渗流场产生一定影响,造成堤防的渗透破坏,需采取相应防治与补救措施。总结了现有跨堤桥梁不同的防渗处理措施及适用情况,选取马鞍山公铁大桥作为典型案例进行了稳定渗流和非稳定渗流数学模型计算,分析了涉河桥梁建设对堤防渗流场的影响和不同防渗措施的效果,提出了不同防渗处理措施的适用情况。The foundation of newly constructed bridge across river will affect the seepage field of the embankment during flood season and cause infiltration damage to the embankment.Corresponding preventive and remedial measures are essential.We summarize current seepage control measures for embankment-crossing bridges and their applicability.Taking the Ma'anshan Highway-Railway Bridge as a case study,we conducted mathematical computations of the steady and unsteady seepage.Through analyzing the impact of river-crossing bridge construction on the seepage field of embankment and the effect of different seepage control measures,we propose the applicability of different seepage control treatment measures.
分 类 号:TV85[水利工程—水利水电工程]
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