斜坡区加筋土挡墙基底不良地质处理
Treatment of Reinforced Soil Retaining Wall under Unfavorable Geological Conditions
郑君长 1韩亚明 2陈旭3
作者信息
- 1. 中国路桥工程有限责任公司 北京市 100011
- 2. 中交公路规划设计院有限公司 北京市 100010
- 3. 中交二航局第四工程有限责任公司 芜湖市 241000
- 折叠
摘要
以黑山南北高速公路其中一段斜坡区加筋土挡墙为例,对加筋土挡墙基底出现不良地质的后续处理进行描述,并就该项目拟采用的架桥处理方案、抗滑桩处理方案及碎石土回填反压处理方案进行比选,对可行性和经济性进行探讨,为后续类似项目提供参考.
Abstract
In the paper,based on one segment of reinforced soil retaining wall in the Bar-Boljare Highway project in Montenegro,the procedures after unfavorable geological conditions appear are described.The proposed treatment solutions are compared which include the bridge solution,anti-slide pile solution and crushed stone backfill and compression solution,and their corresponding feasibility and cost-effectiveness are explored,which can provide reference for similar projects in future.
关键词
加筋土挡墙/斜坡区/不良地质处理Key words
reinforce soil retaining wall/steep slope zone/treatment of unfavorable geological conditions引用本文复制引用
出版年
2024
NETL
NSTL
万方数据