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.
出处
《城市勘测》
2008年第4期142-144,共3页
Urban Geotechnical Investigation & Surveying
关键词
挡土墙
应用
扶壁墙
Retaining wall
Application
Supporting wall
