摘要
深圳抽水蓄能电站上下库连接道路深谷冲沟路段采用组合型加筋土挡墙结构,减少了植被破坏和水土流失,建成至今已安全运行8年,未出现结构变形失稳。介绍了组合型加筋土挡墙的方案比选、结构形式、施工工序和质量控制措施,为今后类似项目施工建设积累了宝贵的工程经验。
The combined reinforced earth retaining wall structure is adopted in the deep valley gully section of the connection road between the upper and lower reservoirs of Shenzhen Pumped-storage Power Station,which can reduce vegetation damage and soil erosion.Up to now,it has been operated safely for 8 years without structural deformation and instability.The scheme comparison,structural form,construction process and quality control measures of combined reinforced earth retaining wall are introduced herein,which has accumulated valuable engineering experiences for similar projects in the future.
作者
龙方
闵元科
林荣
胡勇健
刘权
蔡维鑫
LONG Fang;MIN Yuanke;LIN Rong;HU Yongjian;LIU Quan;CAI Weixin(Shenzhen Pumped Storage Power Co.,Ltd.,Shenzhen 518115,Guangdong,China)
出处
《水力发电》
2021年第2期41-43,96,共4页
Water Power
关键词
组合型加筋土挡墙
预制组合块
土工格栅
环境保护
质量控制
深圳抽水蓄能电站
combined reinforced earth retaining wall
prefabricated composite block
geogrid
environmental protection
quality control
Shenzhen Pumped-storage Power Station