大桥的基础型式之一,将采用深沉井——下沉深度达50～60M,这是一个特殊的技术问题,其中关于如何决定土壤对深沉井井壁的摩阻力问题,尚無一定的、可以遵循的计算方法。在讨论研究过程中,作者与武汉大桥局的工程师们提出了三种计算方法,并据之进行了初步分拆,提出了计算深沉井摩阻力的建议数字,以供设计参考;同时也提出了一些问题,尚需作进一步的探讨。 One of the basic types of bridges will use deep wells - sinking depths of 50 to 60 M. This is a special technical problem. There is no certainty as to how to determine the frictional resistance of the soil to deep well shaft walls. Follow the calculation method. In the course of discussion and discussion, the author and the Wuhan Bridge Bureau’s engineers put forward three calculation methods, and based on the preliminary split, proposed the calculation of the deep well friction resistance recommendations for design reference; also proposed Some issues still need further discussion.