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淤泥質土地區CFG樁復合地基沉降

Settlement of CFG pile composite foundation in silt soil region

  • 摘要: 運用FLAC軟件對杭州開發區某辦公樓復合地基沉降進行數值模擬,結合工程實際對FLAC模擬結果進行了位移矢量和沉降分析,并將數值模擬結果和實測沉降值進行對比.在對數值模擬結果和實測數據進行深入分析的基礎上,總結出影響CFG樁復合地基沉降的主要因素.分析發現樁土相互作用、樁的設置、載荷時間關系和土層應力分布對復合地基沉降影響顯著.

     

    Abstract: Composite foundation settlement of an office building in Chinese Hangzhou development region was numerically simulated with FLAC software, According to engineering practice, displacement vector and settlement analyses on the simulated results were carried out, and the calculated settlements were compared with the measured ones. On the basis of the research on the numerical simulation results and measured settlement data, main factors influencing CFG pile composite foundation settlement were summarized. It is found that composite foundation settlement was obviously affected by pile-soil interaction, pile setting, load-to-time relation and soil stress distribution.

     

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