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本文提出的软土地基上多孔涵洞的结构计算方法,是建立在弹性理论与结构力学的基础上,考虑了地基——涵洞共同工作和边荷载的作用,并编制了电算程序,简捷实用,便于掌握.本法已应用于我省某市地涵工程的设计分析中,经过实践,证明是可行的.若将该法进一步延伸,还可解决更为复杂的多层建筑箱形基础和上部结构共同工作的结构计算问题。
The calculation method of porous culvert on soft soil foundation proposed in this paper is based on the theory of elasticity and structural mechanics. The function of foundation-culvert joint work and side load is considered. The computer program is compiled, which is simple and practical, This method has been applied to the design and analysis of a city culvert project in our province, and proved to be feasible through practice.If the law is further extended, it can also solve more complex multi-story building box foundation and upper part Structure calculation of structure work together.