隧道边高填土、深厚淤泥条件下的驳岸设计  

Design of Revetment under Conditions of High Filling and Deep Silt around Tunnel

作　　者：戴永志 朱艳红 DAI Yongzhi;ZHU Yanhong

机构地区：[1]上海千年城市规划工程设计股份公司,上海市201108

出　　处：《城市道桥与防洪》2021年第8期320-321,336,M0029,共4页Urban Roads Bridges & Flood Control

摘　　要：针对隧道周边高填土、深厚淤泥地基的特殊地质条件,结合实际工程案例,介绍了配合道路路基设计采用堆截预压设置搭板与泡沫轻质土回填两种不同填土处理方案下的驳岸设计。结果表明,变形在控制范围内,可为类似特殊条件下的驳岸设计研究提供参考。view of the special geological conditions of high filling and deep silt foundation around the tunnel,combined with the practical engineering cases,the revetment design under the different filling treatment schemes combined with the road subgrade design is introduced,which provides the reference for the design and research of the revetment under the similar special conditions.

关 键 词：隧道 高填土 深厚淤泥 泡沫轻质土 驳岸 稳定 

分 类 号：TV8[水利工程—水利水电工程]