摘要
分析了我国现行规范评价填筑阶段路堤稳定性的方法中存在的诸多问题,介绍了应用侧向位移加速度和沉降加速度法评价路堤填筑阶段的稳定性的方法,提出路堤填筑稳定监测过程中的注意事项。
The problems existed in present codes for stability assessments of roadbed in filling stage are analyzed. In addition, one new method utilizing lateral displacement acceleration and settlement acceleration is introduced for roadbed stability assessment in filling stage. The points for attention in stability monitoring process are also mentioned in the end.
出处
《山西建筑》
2005年第12期59-61,共3页
Shanxi Architecture
关键词
加速度法
路堤填筑
监测
acceleration solution, roadbed filling, monitoring
