摘要
通过大量的调查 ,路面破坏病害很大程度上是由路基不匀沉降引起的。因此 ,弄清填方路基不均匀沉降模式及其成因尤为重要 ,文章从理论与经验上对不均匀沉降的机理及成因进行分析 ,从中得出一些有意义的结论。并在此基础上 。
After the substantive investigations, it is found that the pavement damage is mainly caused by the subgrade uneven settlement. The paper analyzes theoretically the mechanism and cause for this uneven settlement based on the practical experience. Furthermore, taking the said analyses as a base, the paper summarizes the corresponding measures to protect the subgrade from uneven settlement on the aspects of design and construction.
出处
《广西交通科技》
2002年第4期32-36,共5页
Guangxi Communication Science & Technology
基金
国家技术创新项目计划 (95 -0 2 -15 )
