摘要
山区高填方边坡上新建建筑物时,要以边坡体的整体稳定为前提,同时选取适宜可靠的地基基础形式。针对实际高填方边坡工程案例,根据拟建建筑物及边坡特性,在勘察阶段,采用不同的边坡稳定性分析方法对边坡进行计算分析。拟建建筑物拟采用大直径嵌岩桩桩基础结合边坡防护结构,共同保证建筑物的安全稳定。
When new buildings are built on the high fill slope in mountain area,it is necessary to take the overall stability of the slope as the premise,and select a suitable and reliable foundation form at the same time.Based on a practical case of high fill slope,according to the characteristics of the proposed building and slope,different slope stability analysis methods are used to calculate and analyze the slope in the investigation.The proposed building plans to adopt large-diameter rock socketed pile foundation combined with slope protection structure to jointly ensure the safety and stability of the building.
作者
刘忠铅
刘岩
Liu Zhongqian;Liu Yan(AVIC Institute of Geotechnical Engineering Co.,Ltd.,Beijing 100098,China;China Ordnance Industry Survey and Geotechincal Institute Co.,Ltd.,Beijing 100053,China)
出处
《岩土工程技术》
2020年第3期163-166,177,共5页
Geotechnical Engineering Technique
关键词
高填方
边坡
建筑物
嵌岩桩
稳定性
high fill
slope
building
rock socketed pile
stability
