交通科技
交通科技
교통과기
TRANSPORTATION SCIENCE & TECHNOLOGY
2015年
2期
103-105
,共3页
软弱下卧层%高填方%软土路基%抗滑桩
軟弱下臥層%高填方%軟土路基%抗滑樁
연약하와층%고전방%연토로기%항활장
soft substratum%high filling%soft-soil roadbed%anti-sliding pile
针对贵州省遵毕高速公路斜坡高填软土地基滑坡，分析其成因及稳定性，对处治措施进行多方案比较，选择安全经济的处治措施。并且对抗滑桩、素混凝土桩等加固措施在处治过程中的综合应用加以说明。
針對貴州省遵畢高速公路斜坡高填軟土地基滑坡，分析其成因及穩定性，對處治措施進行多方案比較，選擇安全經濟的處治措施。併且對抗滑樁、素混凝土樁等加固措施在處治過程中的綜閤應用加以說明。
침대귀주성준필고속공로사파고전연토지기활파，분석기성인급은정성，대처치조시진행다방안비교，선택안전경제적처치조시。병차대항활장、소혼응토장등가고조시재처치과정중적종합응용가이설명。
In this paper the formation mechanism and stability of soft-soil roadbed of expressway from Zhunyi to Bijie in Guizhou province are analyzed.Multi-program is designed for comparison and choice to get the safety and economic treatment methods.Synthetic application of anti-sliding pile and ce-ment-mixed pile on the treatment processing is discussed.This paper will provide proof for the design of high filling roadbed with soft substratum in slope.
