城市建筑
城市建築
성시건축
URBANISM AND ARCHITECTURE
2014年
27期
157-157,159
,共2页
高填方路基%稳定性%抗剪强度参数%反演方法%路基监测
高填方路基%穩定性%抗剪彊度參數%反縯方法%路基鑑測
고전방로기%은정성%항전강도삼수%반연방법%로기감측
high-fil ed embankment%stability%anti-shear stre-ngth parameters%roadbed monitoring%inversion method%road-bed monitoring
本文结合实际情况，在分析工程概况及工程地质条件的基础上，分析了填方路基失稳类型，通过反演方法进行了高填方路基填料的抗剪强度参数计算，并进行了高填方路基监测，说明了路基稳定控制的可行性。
本文結閤實際情況，在分析工程概況及工程地質條件的基礎上，分析瞭填方路基失穩類型，通過反縯方法進行瞭高填方路基填料的抗剪彊度參數計算，併進行瞭高填方路基鑑測，說明瞭路基穩定控製的可行性。
본문결합실제정황，재분석공정개황급공정지질조건적기출상，분석료전방로기실은류형，통과반연방법진행료고전방로기전료적항전강도삼수계산，병진행료고전방로기감측，설명료로기은정공제적가행성。
In this paper, combined with the actual situation, based on analyzing the general situation of the project and the geological conditions of engineering, the author analyzed the instability type of embankment, and through the inversion me-thod parameters calculated the anti-shear strength of the fil ing of high-fil ed embankment. The author also carried on the mo-nitoring of the high-fil ed subgrade and il ustrated the feasi-bility of the control of the stability of road base.
