Analysis on Deep Foundation Pit Monitoring Results of Foshan Thick Laminated
MA Yudong
Tong Huawei
Abstract:Foshan cit y gas repair center project is located in the east side of Foshan, Nanhai avenue with excavation depth of 10m. Soil of foundation is poor, mainly composed of alluvial soft soil, there is a certain risk for foundation excavation. The form of the retaining and protecting structure for foundation excavation is reinforced concrete piles and barcing system & mixing piles of large diameter triaxial waterproof curtain.For the case in accordance with the relevant norms of pit excavation established monitoring programs for monitoring the results were collated and compared with finite element analysis software to calculate that the excavation is reasonably practicable, reference for similar projects.
Keywords:FoundationSoft soilMonitoringFinite element
Publication Date:2014-01-01
Online Publishing Date:2025-08-15(First online date of this platform, not the publication date of the document)
Pages:5( 49-52,56 )
South China Journal of Seismology

South China Journal of Seismology

ISTIC
ISSN:1001-8662
Year, Vol.(Issue):2014,(z1)