山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2015年
18期
56-57,58
,共3页
深基坑%地下连续墙%混凝土支撑轴力%位移变形%地表沉降
深基坑%地下連續牆%混凝土支撐軸力%位移變形%地錶沉降
심기갱%지하련속장%혼응토지탱축력%위이변형%지표침강
deep foundation pit%underground continuous wall%concrete support axial force%displacement deformation%ground settlement
结合工程实例，对明挖基坑采用第一道混凝土支撑低于围护顶部4m的支护形式作了研究，并对施工过程中地表沉降、地下连续墙的位移变形、立柱沉降等监测项目数据进行了整理分析，以供类似工程参考借鉴。
結閤工程實例，對明挖基坑採用第一道混凝土支撐低于圍護頂部4m的支護形式作瞭研究，併對施工過程中地錶沉降、地下連續牆的位移變形、立柱沉降等鑑測項目數據進行瞭整理分析，以供類似工程參攷藉鑒。
결합공정실례，대명알기갱채용제일도혼응토지탱저우위호정부4m적지호형식작료연구，병대시공과정중지표침강、지하련속장적위이변형、립주침강등감측항목수거진행료정리분석，이공유사공정삼고차감。
Combining with the engineering examples,the paper researches the support form with the first-line concrete support 4 meters lower than the enclosure top for the open cut foundation pit,and undertakes the compilation analysis of the ground settlement,the displacement deform-ation of underground continuous walls and column settlement in the construction process,so as to provide reference for similar projects.
