摘要
浒家洞滑坡是耒宜高速公路上较大滑坡之一,采用抗滑桩加锚索的整治方案。为确保该滑坡整治施工的顺利进行及设计方案的可靠合理,在施工及运营期间对该滑坡的深部位移进行了长期的跟踪观测,研究了滑坡及抗滑桩的变形规律,并对滑坡的发展趋势进行预测,为该工程信息化施工及安全运营提供了可靠保证。
In October 2000, the Xujiadong landslide was activated by cutting slope. The landslide was reinforced by means of antisliding piles and prestressed anchorages. In the course of construction and operation, long term monitoring of deformation in depths was carried out. The displacement information was analyzed and fed back in time. The influence factors of landslide deformation were researched and the deformation trend was predicted. It has been proved that the observed data can correctly reflect the deformation of the landslide and meet the requirement for the timely treatment.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
2005年第8期1445-1449,共5页
Chinese Journal of Rock Mechanics and Engineering
