Soil Engineering and Foundation ›› 2020, Vol. 34 ›› Issue (2): 94-97.
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DING Sheng
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Abstract: The basement floor heave hazards are frequently encountered in thick soft soils with high groundwater level as urban Shanghai area. This paper presents a case history of the mitigation design and construction of the floor slab heave of a singlestory underground garage in Jiading District of Shanghai City. The distress causes, design principles and mitigation construction major steps are also presented in the paper. The observational results from two years after the mitigation construction indicate that the pressin steel pipe piles by using ground anchor as the reaction is both technically sound and cost effective.
Key words: single-story underground garage, floor slab heave, pressin steel pipe pile using ground anchor, mitigation
CLC Number:
TU432
DING Sheng. Mitigation Design and Construction of the Slab Heave of a Single-Story Underground Garage[J]. Soil Engineering and Foundation, 2020, 34(2): 94-97.
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https://tgjc.whrsm.ac.cn/EN/Y2020/V34/I2/94