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《Journal of Transport Science and Engineering》 2012-01
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Study on the security of a ultra-deep foundation pit with the pile-anchor support structure in the seasonal frozen earth

WANG Jia-wei(Shen Kan Engineering & Technology Corporation,MCC,Shenyang 110016,China)  
Through on-site monitoring methods for the pit,the current displacement and overwinter displacement of pit were studied.The results show that the horizontal displacement of ultra-deep pit with pile-anchor program is beyond the present locality code,but its security is suitable.Therefore,a new security index of this pit must be put forward to monitoring the result of other pits.The anchor prestressing is lost by freeze-thaw,and the horizontal displacement of pit is obviously increased and the security of pit is effected.The overwinter pit must be studied to reduce disadvantages during the design and construction.For example,the heat preservation of slope,could be done,and draining water could be removed from soils on the backside pile and on the surface of the earth.
【CateGory Index】: TU753
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