您现在的位置:建筑结构>> 期 刊>> 2010年>> 增刊02期>>正文内容
昆明新机场地震工况下高填方飞行区边坡加固设计与施工
李同贵
摘 要

李同贵
(昆明新机场建设指挥部,昆明650211)

[摘要] 昆明新机场是“十一五”特重大项目,中国第四大机场。地基处理土石方工程填挖方量2亿多m3,飞行区整平后标高约为2096m,周边均形成不同程度的边坡,尤其是在西跑道的中部、南端,东跑道的北端、南端等位置,形成了较大的边坡。飞行区道槽区和边坡稳定影响区采用综合方法,对相对软弱地基进行加固设计处理施工。
[关键词] 昆明新机场;地震;高边坡;设计施工

Strengthening design and construction technology of high-filled flight area slope under earthquake operation mode of Kunming New Airport
Li Tonggui
( Kunming New Airport Construction Headquarters,   Kunming 650211, China)

Abstract: The construction of Kunming New Airport is the "eleventh five-year" special major projects and China's fourth largest airport. Foundation treatment volume of excavation and filling is more than 200 million m3, and the elevation after leveling of the airport flight zone is about 2096m, which forms different degrees of slope in surrounding region, particularly in the middle and south ends of west runway and the north and south ends of east runway. Through comprehensive methods for flight road tank area and slop stability influence area, strengthening design treatment construction is chosen for relatively weak foundation.
Keywords: Kunming New Airport; earthquake; high slope; design and construction

下载地址

    你还没注册?或者没有登录?这篇论文要求至少是本站的注册会员才能阅读!

    如果你还没注册,请赶紧点此注册吧!

    如果你已经注册但还没登录,请赶紧点此登录吧!