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摘要:
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文章中论述了利用有限元方法 ,计算分析拱涵结构与土体的共同作用 ,计算结果为拱涵的利用提供了理论依据 ,取得了良好的经济和社会效益。
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The paper presents that the concurrent action of underground drainage arch-culvert and soil mass was calculated and analyzed by means of the finite element method.The calculated results have provided theoretical basis for the utilization of the arch-culvert,thus having helped making good economic and social benefits.
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作者简介:
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参考文献:
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[1] GBJ69-84,给水排水工程结构设计规范[S].
[2] 上海市政工程设计研究院等编.给水排水工程结构设计手册[M].中国建造工业出版社,1984.
[3] C B Brown.Force on rigid culverts under high fills[C].Proc.Am.Soc.Civ.Engrs100,ST1,1967.161-174.
[4] 龚晓南.土工计算机分析[M].中国建筑工业出版社,2000.
[5] 钱家欢,殷宗泽.土工原理与计算(第二版)[M].中国水利水电出版社,1996.
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