山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2011年
31期
134-135
,共2页
膨胀土%破坏类型%破坏机理%刚性支护%柔性支护
膨脹土%破壞類型%破壞機理%剛性支護%柔性支護
팽창토%파배류형%파배궤리%강성지호%유성지호
expansive soil%failure type%failure mechanism%rigid shoring%flexible shoring
从膨胀土路堑边坡的破坏类型和机理出发，论述了膨胀土路堑边坡破坏的原因及处治时应考虑的因素，并对南昆铁路和云南楚大高速公路中出现的路堑边坡破坏问题进行了相关分析，提出了采用柔性支护技术处理膨胀土路堑边坡的思路。
從膨脹土路塹邊坡的破壞類型和機理齣髮，論述瞭膨脹土路塹邊坡破壞的原因及處治時應攷慮的因素，併對南昆鐵路和雲南楚大高速公路中齣現的路塹邊坡破壞問題進行瞭相關分析，提齣瞭採用柔性支護技術處理膨脹土路塹邊坡的思路。
종팽창토로참변파적파배류형화궤리출발，논술료팽창토로참변파파배적원인급처치시응고필적인소，병대남곤철로화운남초대고속공로중출현적로참변파파배문제진행료상관분석，제출료채용유성지호기술처리팽창토로참변파적사로。
From the failure types and mechanism of expansive soil cutting slope, this paper discussed the failure reasons and treatment factors that should be considered of expansive soil cutting slope. And made relevant analysis on cutting slope failure problems of Nan-Kun railway and Yunnan Chu-Da expressway, proposed the thought of treatment of expansive soil cutting slope using the flexible shoring technology.
