摘要
本文议论的重点是在浅埋市政的给水管时,市政给水管覆土层厚度0.5米可承受上述荷载。
The main point of this paper is when shallow-burying the municipal administration water supply piping,the 0.5 meter thickness of soil layer on municipal administration water supply pipe could bear the above load.
出处
《价值工程》
2011年第12期267-267,共1页
Value Engineering
关键词
市政给水管
应力原理
埋设条件
municipal administration water supply piping
stress principle
inbuilt condition
