Field Tests and Numerical Simulation of Pile Head Load Influences on Negative Skin Friction Behaviors of Piles

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Abstract:

In order to study influences of different load at pile top on the behaviors of negative skin friction piles, field tests of negative skin friction behaviors of three identical piles with different loads at pile top are made in the same site. According to the field test condition, the corresponding numerical simulations are accomplished. The comparison shows that numerical simulation results and field test results in accordance well. The additional settlement induced by negative skin friction is bigger and the neutral position is higher, the additional axial force induced by negative skin friction reduces obviously in piles with pile head load compared with that in piles without pile head load induced by negative skin friction. Along with load increase, the additional settlement increases, the neutral point position becomes higher; the additional axial force reduces obviously. The result indicates there is regularity about the influences of pile head load on negative skin friction. It may be useful to the research for negative skin friction behaviors of pile.

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Periodical:

Advanced Materials Research (Volumes 261-263)

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1099-1103

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May 2011

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© 2011 Trans Tech Publications Ltd. All Rights Reserved

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[1] B.H. Fellenius: Canadian Geotechnical Journal Vol. 9 (1972), p.323.

Google Scholar

[2] Shidong Ma: Rock and Soil Mechanics Vol. 18 (1997), p.8(In Chinese).

Google Scholar

[3] Fuquan Chen, Xiaonan Gong and Shidong Ma: Journal of Building Structures Vol. 21 (2000), p.77(In Chinese).

Google Scholar

[4] Houxian Zhang: Construction Technology Vol. 23 (1994), p.36(In Chinese).

Google Scholar

[5] Min Zhao, Yu Zhang and Yinli Liu: Chinese of Underground Space and Engineering Vol. 3 (2007), p.1327(In Chinese).

Google Scholar

[6] Linong Xia, Hongxia Liu and Mingxian Ou: Chinese Journal of Rock Mechanics and Engineering Vol. 28 (2009), p.1177(In Chinese).

Google Scholar

[7] Qing Yang, Gangqiang Kong and Pengyi Zheng: Rock and Soil Mechanics Vol. 29 (2008), p.1955(In Chinese).

Google Scholar

[8] Dengping Yuan, Hongwei Huang and Jinrong Ma: Underground Space Vol. 24 (2004), p.456(In Chinese).

Google Scholar

[9] Linong Xia, Xinghua Wang: Mining and Metallurgical Engineering Vol. 25 (2005), p.1(In Chinese).

Google Scholar

[10] Linong Xia, Xinghua Wang and Chunping Jiang: Journal of Disaster Prevention and Mitigation Engineering Vol. 25 (2005), p.359(In Chinese).

Google Scholar

[11] Linong Xia, Yundong Miao and Xiaoping Liu: Rock and Soil Mechanics Vol. 30 supp. 2 (2009), p.319(In Chinese).

Google Scholar