杭州解百商业城半逆作法深基坑支护设计与监测
항주해백상업성반역작법심기갱지호설계여감측
Design and monitoring of deep excavation with semi-top-down method in Hangzhou Jiebai commercial building
  • 万方数据
    岩土工程学报 암토공정학보
    CHINESE JOURNAL OF GEOTECHNICAL ENGINEERING
    2001年 1期 79-83 ,共5页

    应宏伟%王奎华%谢康和%潘秋元%陈忠麟

    응굉위%왕규화%사강화%반추원%진충린

    深基坑%半逆作法%监测 深基坑%半逆作法%鑑測
    심기갱%반역작법%감측
    介绍了杭州一个采用半逆作法施工的基坑工程的设计和现场监测实例。该工程设三层地下室，基坑深14.7～15.2 m，采用0.8 m厚的地下连续墙作为支护墙，地下各层部分结构梁板形成水平支撑体系。通过对监测结果的分析，得出一些有价值的结论。
    개소료항주일개채용반역작법시공적기갱공정적설계화현장감측실례。해공정설삼층지하실，기갱심14.7～15.2 m，채용0.8 m후적지하련속장작위지호장，지하각층부분결구량판형성수평지탱체계。통과대감측결과적분석，득출일사유개치적결론。
    A 14.7～15.2 m deep excavation in Hangzhou,with semi-top-down constructing method,is given as a case history.0.8m-thick diaphragm is used as the retaining wall,and partial structural beams and slabs of the basement are designed to constitute the strut system.Some useful conclusions are obtained through the analyses of the measured results.
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