山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2014年
31期
170-170,171
,共2页
路基%杂填土%注浆加固%区域
路基%雜填土%註漿加固%區域
로기%잡전토%주장가고%구역
sub-grade%miscellaneous fill%grouting reinforcement%area
通过分析南十方沟路基工程的现场情况，提出了强夯、管桩、注浆加固三种路基杂填土处理方案，经分析比较选择了注浆加固方案，并对具体的施工措施进行了阐述，实践表明：该方案保证了道路路基及挡土墙基础的稳定性。
通過分析南十方溝路基工程的現場情況，提齣瞭彊夯、管樁、註漿加固三種路基雜填土處理方案，經分析比較選擇瞭註漿加固方案，併對具體的施工措施進行瞭闡述，實踐錶明：該方案保證瞭道路路基及擋土牆基礎的穩定性。
통과분석남십방구로기공정적현장정황，제출료강항、관장、주장가고삼충로기잡전토처리방안，경분석비교선택료주장가고방안，병대구체적시공조시진행료천술，실천표명：해방안보증료도로로기급당토장기출적은정성。
Through the analysis on site conditions of Nanshifang channel sub-grade engineering,this paper put forward the dynamic compaction, pipe pile,grouting reinforcement three kinds of sub-grade miscellaneous fill treatment scheme,through the comparison and analysis selected the grouting reinforcement scheme,and elaborated specific construction measures,the practice showed that:the scheme ensured the stability of road sub-grade and retaining wall foundation.
