摘要
某高填方段路基置于松散土石堆积体之上,属滑坡堆积体,对路基稳定性造成严重影响。在分析该路段地质条件和滑坡特征的基础上,提出处治方案,以保证路基的稳定性,可供同行参考。
The subgrade of a high fill road is located on unconsolidated earth-rock deposit which belongs to landslip deposit, therefore the stability of subgrade is badly affected. On the basis of analyzing the geological condition and landslip characteristics of the segment of road, the treatment project is put forward to ensure the stability of subgrade, which can be consulted by peers.
出处
《交通标准化》
2009年第15期202-204,共3页
Communications Standardization
关键词
滑坡
处治
稳定
分析
landslip
treatment
stabilization
analysis
