ISSN 2096-4498
CN 44-1745/U
Tunnel Construction ›› 2015, Vol. 35 ›› Issue (7): 635-641.DOI: 10.3973/j.issn.1672-741X.2015.07.005
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TIAN Haiguang
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Abstract:
In the paper, the design of the endsuspended piles of the foundation pit of May Fourth Square Station of Line 3 of Qingdao Metro, which is located in soilrock combined strata, is studied. The correlation between the deformation and internal forces of the support system of the foundation pit with endsuspended piles located in soilrock combined strata and the rocksocketed depth and rock shoulder width of the endsuspended piles is analyzed by means of numerical simulation. Furthermore, the displacement and bending moment of the endsuspended piles with vertical load and without vertical load are also studied. Conclusions drawn are as follows: 1) With the increase of the cutting depth and the installation of the rock bolts, the prestressed footlocking rock bolts have obvious effect in the control of the horizontal displacement of the ends of the endsuspended piles; 2) With the increase of the rocksocketed depth and rock shoulder width, the maximum horizontal displacement of the endsuspended piles reduces; It is proper that the rocksocketed depth should be taken as 2.0 m and the rock shoulder width should be taken as 1.5 m; 3) Because the ends of the piles are socketed into the intermediatelyweathered granite, the displacement of the pile top is not controlled by the vertical load, however, it increases obviously as the cutting depth increases; the bending moment of the pile increases slightly, with very small increment.
Key words: soilrock combined strata, cut and cover, Metro station, endsuspended pile, rocksocketed depth, rockshoulder width
CLC Number:
U 455
TIAN Haiguang. Case Study on Design Optimization of Endsuspended Piles of Foundation Pit of a Cutandcover Metro Station in Soilrock Combined Strata[J]. Tunnel Construction, 2015, 35(7): 635-641.
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URL: http://www.suidaojs.com/EN/ 10.3973/j.issn.1672-741X.2015.07.005
http://www.suidaojs.com/EN/Y2015/V35/I7/635