摘要
文章对扩展基础的传统设计方法进行了改进,结合现行基础设计规范对扩展基础在考虑强度和变形条件下的优化设计进行了探讨,建立了确定基础埋深和基础底面尺寸的优化数学模型。
In this paper the tradition design method of spread foundation is improved, on the basis of the design criterion, considing the strength and deformation, an optimum design method of determining the depth and bottom surface dimension of spread foundation is put forward.
出处
《安徽水利水电职业技术学院学报》
2005年第1期23-25,共3页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power
