摘要
结合某工程实例,对高填土1-4.0 m钢筋混凝土盖板涵边墙进行了各种荷载和受力设计及验算,为以后在山区和丘陵地段设计高填土盖板涵提供设计依据和经验。
Combining with the engineering case, it carries on various loads and force design and checks on the side wall of high fill soil 1-4. 0 m steel reinforced concrete slab culvert, which has provided design basis and experience of high fill slab culvert in mountain area and hills in future.
出处
《山西建筑》
2011年第31期128-129,共2页
Shanxi Architecture
关键词
高填土
盖板涵
荷载设计
反力
应力
high fill soil, slab culvert, load design, counter-force, stress
