摘要
通过对大丽铁路梅子涧古滑坡的地质特征、形成机制及稳定性进行分析,在设计中采纳了绕避梅子涧滑坡群的内移做隧、车站前移、局部改善线形的工程对策,保障了铁路安全畅通。
Depending on analysis of the geological characteristics, formation mechanism and stability of the Ancient Mezijian Landslide along Dali-Lijiang Railway, engineering countermeasures, such as inward tunneling, forward stationing, local line improvement, for the purpose of bypassing Meizijian Landslide group are designed to ensure safe and smooth operation of the railway.
出处
《路基工程》
2013年第3期195-199,共5页
Subgrade Engineering
关键词
古滑坡
地质特征
形成机制
工程对策
ancient landslide
geological characteristics
formation mechanism
engineering countermeasures
