新型扶壁式挡土墙研究及应用  

The Design of 5m-High Retaining Wall Placed on The Drainage Ditch

作　　者：肖良锦[1] 郑博华[1] 杭忠超[1] 

机构地区：[1]贵州大学土木建筑工程学院,贵州贵阳550003

出　　处：《城市勘测》2008年第4期142-144,共3页Urban Geotechnical Investigation & Surveying

摘　　要：5 m高的挡土墙因受场地限制必须置于200 mm厚的排洪大沟顶板之上。作者采用了"挡土板+扶壁墙+减压平台"的新型挡土墙设计方案,并付诸实施。方案既经济合理又安全可靠。为类似工程设计提供了一个成功的经验。5 m high retaining wall The authors used the ＂Retaining Wall design, and implemented. Programme due to space limitations must be placed 200 mm thick roof on the drainage ditch. wall plate ＋ Supporting wall ＋ decompression platform＂ the new retaining wall is economically rational, safe and reliable. It provides a successful experience indesign for similar projects.

关 键 词：挡土墙 应用 扶壁墙 

分 类 号：TU476.1[建筑科学—结构工程]