Vacuum preloading improvement technique for soft foundation covered with deep miscellaneous fill
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    Abstract:

    For the soft foundation covered with deep miscellaneous fill which is widely distributed in the suburban area,vacuum preloading construction technique is introduced.Adopting three improved construction technology including diversion hole,surrounding site sealing and diaphragm protection,the disturbance caused by deep miscellaneous fill is conquered,and vacuum preloading is implemented smoothly.The monitoring and testing data for the settlement,pore pressure,vane shear test and geotechnical laboratory test reveal that the strengthening effect is remarkable and the vane shear test strength increases by 67%.The construction technique achieves success in the engineering case,thus it may serve as reference for similar projects.

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李榕波,唐建亚,周治江.上覆深厚杂填土软土地基真空预压处理技术[J].水运工程,2016,(3):155-158

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  • Online: March 17,2016
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