摘要
为了克服传统土体变形的计算方法无法直接使用计算机运算和不能适用于全部荷载工程的缺点,探讨了侧限压缩割线模量分析法的数据化转换、新型土体分层沉降计算方法、新参数等在路桥过渡段路基土体压缩计算中的应用。
In order to overcome the shortcomings of the traditional soil deformation calculation that can not be directly used for the computing and applied to all load project, this paper probes into the application of the digital conversion of lateral restraint compression secant modulus analysis method, the new calculation method of soil stratified settlement, and the new narameters, etc. in the calculation of subarade soil compression in road-bridge transition section.
出处
《科技情报开发与经济》
2012年第19期158-160,共3页
Sci-Tech Information Development & Economy
关键词
路桥过渡路段
路基土体压缩
计算方法
road-bridge transition section
subgrade soil compression
calculation method
