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Stability Analysis of Soft Soil Foundation Excavation of Underground Station in Coastal Area of Tianjin
The marine sedimentary strata are spread in coastal area of Tianjin. Due to low soil strength, high underground water level and strong soil plasticity flow, instability accidents happened frequently in soft soil area. In the foundation excavation of underground station, because of stress release and change in ground water level, the differential settlement of surrounding buildings, ground crack and deformation of underground pipeline will happen. The stability of surrounding rocks in the foundation excavation of underground station has been calculated and analyzed by using numerical simulation method. The Surrounding soil deformation of foundation pit has been gotten to analyze.
Stability Analysis of Soft Soil Foundation Excavation of Underground Station in Coastal Area of Tianjin
The marine sedimentary strata are spread in coastal area of Tianjin. Due to low soil strength, high underground water level and strong soil plasticity flow, instability accidents happened frequently in soft soil area. In the foundation excavation of underground station, because of stress release and change in ground water level, the differential settlement of surrounding buildings, ground crack and deformation of underground pipeline will happen. The stability of surrounding rocks in the foundation excavation of underground station has been calculated and analyzed by using numerical simulation method. The Surrounding soil deformation of foundation pit has been gotten to analyze.
Stability Analysis of Soft Soil Foundation Excavation of Underground Station in Coastal Area of Tianjin
Applied Mechanics and Materials ; 501-504 ; 1761-1765
2014-01-16
5 pages
Article (Journal)
Electronic Resource
English
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