摘要
以东荣河滑坡为例，利用现场勘测、滑坡监测及室内试验结果，分析了蠕动型滑坡成因，以及酿成隧道变形开裂的机理。得出的成果对蠕动滑坡体中隧道病害的有效防治提供了依据。
With the results of the geological prospecting, deformation measuring in situ and simulating tests of Dongronghe landslide, the cause of creep landslide formation and the mechanism of the landslide leading the tunnel to deform and crack are studied. The achievement of the research will provide scientific basis and engineering experience for the design and management of tunnels in weak rockmass.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1999年第2期217-221,共5页
Chinese Journal of Rock Mechanics and Engineering
基金
铁道部科研基金
