摘要
结合900 t高速铁路箱梁的工程概况及地质勘探资料,对制存梁台座基础的设计原则以及一些设计参数作了论述,并对制梁台座地基处理计算及其结果进行了深入探讨,从而确保地基处理方式的实用性和经济性。
Combined with engineering situation and geological prospecting data of 900 t high speed railway box beam, the entablement foundation design principle and some design parameters were discussed, the foundation treating calculation and results of entablement were profoundly discussed, therefore guaranteed the practicability and economy of foundation treating method.
出处
《山西建筑》
2009年第13期106-107,共2页
Shanxi Architecture
关键词
高速铁路箱梁
制梁台座
基础设计
变形验算
high speed railway box beam, entablement, foundation design, deformation calculation
