山西建筑
山西建築
산서건축
SHANXI ARCHITECTURE
2014年
19期
89-90
,共2页
双排桩%基坑围护%分担系数%地面沉降量
雙排樁%基坑圍護%分擔繫數%地麵沉降量
쌍배장%기갱위호%분담계수%지면침강량
double-row pile%foundation pit enclosure%share coefficient%ground settlement
通过台州市某基坑实例，研究了双排桩与止水帷幕复合支护的基坑围护中各排桩体的荷载分担系数变化规律，分析了双排桩在基坑开挖完成后的内力位移分布特点，并预测了基坑开挖所引起的地面沉降量和沉降范围，研究成果可为类似工程建设提供一定的参考依据。
通過檯州市某基坑實例，研究瞭雙排樁與止水帷幕複閤支護的基坑圍護中各排樁體的荷載分擔繫數變化規律，分析瞭雙排樁在基坑開挖完成後的內力位移分佈特點，併預測瞭基坑開挖所引起的地麵沉降量和沉降範圍，研究成果可為類似工程建設提供一定的參攷依據。
통과태주시모기갱실례，연구료쌍배장여지수유막복합지호적기갱위호중각배장체적하재분담계수변화규률，분석료쌍배장재기갱개알완성후적내력위이분포특점，병예측료기갱개알소인기적지면침강량화침강범위，연구성과가위유사공정건설제공일정적삼고의거。
According to some foundation pit in Taizhou, the paper researches the law for the loading distributive coefficient changes of rows of piles in the foundation pit enclosure of the double-row pile and waterproof curtain, analyzes the features of the internal force distribution of the double-row pile after the foundation pit excavation, forecasts the ground settlement and settlement scopes caused by the foundation pit excava-tion, and indicates the study result provides some reference for similar engineering construction.
