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《Guangzhou Architecture》 2009-04
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Application of Various Support Forms in Deep Foundation Pit Constrection

TIAN Yu-shan ZHOU Zan-liang QIU Jian-jin(State Shenzhen Geotechnical Investigation & Surveying Institute Co.,Ltd.,Shenzhen 518028)  
According to Shenzhen yijing inner city foundation pit(the depth is about 22.0m) geology and hydrology situation and request of surrounding environment actual condition,secant pile plus anchor cable,composite soil nailing wall and pile-anchor retaining schemes are used.The field monitoring tests results showed that the metro tie line tunnel rail subsidence monitoring values are between 1.0 and-6.82mm,and the deformation is essentially stable,meeting the request of metro tie line tunnel rail deformation limit value of 7.0mm,and the roof ground settlement is also essentially stable,the subsidence amount is accumulated to be between 2.18 and 4.46mm,various support forms adapt to deep foundation pit project in the strata,is worth popularizing in similar projects.
【CateGory Index】: TU753
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