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昆明新機(jī)場(chǎng)地震工況下高填方飛行區(qū)邊坡加固設(shè)計(jì)與施工
李同貴
摘 要

李同貴
(昆明新機(jī)場(chǎng)建設(shè)指揮部,昆明650211)

[摘要] 昆明新機(jī)場(chǎng)是“十一五”特重大項(xiàng)目,中國(guó)第四大機(jī)場(chǎng)。地基處理土石方工程填挖方量2億多m3,飛行區(qū)整平后標(biāo)高約為2096m,周邊均形成不同程度的邊坡,尤其是在西跑道的中部、南端,東跑道的北端、南端等位置,形成了較大的邊坡。飛行區(qū)道槽區(qū)和邊坡穩(wěn)定影響區(qū)采用綜合方法,對(duì)相對(duì)軟弱地基進(jìn)行加固設(shè)計(jì)處理施工。
[關(guān)鍵詞] 昆明新機(jī)場(chǎng);地震;高邊坡;設(shè)計(jì)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

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