摘要
为了保证垃圾填埋场的安全可靠,分别利用传统的土力学方法和有限元的计算方法对填埋场沉降进行了计算,并比较了这两种方法的计算结果,得出传统方法计算结果比有限元计算结果稍大的结论。
In order to guarantee the security and reliability of garbage landfill,this paper calculates the garbage landfill settlement by using traditional soil mechanics method and finite element calculation method,and compares the results of these two calculation methods,and draws an conclusion that the result calculated by traditional calculation method is more than the result calculated by finite element method.
出处
《山西建筑》
2010年第32期95-96,共2页
Shanxi Architecture
关键词
垃圾填埋场
沉降计算
有限元
garbage landfill
settlement calculation
finite element
