摘要
结合老山隧道工程地质资料,从岩土体特征、排防水计算、坡面防护抗冲刷能力及边坡稳定性等方面,综合分析边坡失稳的成因,并提出合理边坡整治措施。
Basing on the engineering geological data of Laoshan tunnel, focusing on the features of rocks and soils, water proofing and drainage calculation, slope protection ability to resist erosion and slope stability, the author analyzes the causes of slope instability, and proposes reasonable treatment measures of the slope.
出处
《交通标准化》
2013年第10期24-26,共3页
Communications Standardization
关键词
老山隧道
工程地质
整治
措施
Laoshan tunnel
engineering geology
treatment
measure
