摘要
结合高等级公路工程实际 ,从软基路基路面的沉降讨论桥梁引道产生不均匀沉降的形式 ,引起桥头跳车的各种原因 。
Combined with the engineering conditions of the hiqh grade highway and the settlement of the subgrade and pavement on the soft soil,the paper discusses the various causes of bridge beginning or end vehicle jump resulting from the form of the nonuniform settlement produced by the bridge approach.Some protection and treatment measures are presented.
出处
《广东工业大学学报》
CAS
2002年第1期57-62,共6页
Journal of Guangdong University of Technology