Analysis on Impacts of Construction Technology on Bearing Capacity of Grouting Piles

Article Preview

Abstract:

Different construction technologies of grouting piles bring different properties of interfaces of pile-soil thus influencing bearing capacity. In this paper, theoretical calculations can be done with the values of , and considered to determine impacts of construction technology on bearing capacity of grouting piles. At the same time, side resistance and bottom resistance of piles is discussed though the pore forming method of non-compaction, part compaction and compaction.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 230-232)

Pages:

1367-1370

Citation:

Online since:

May 2011

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Wenbo Zhou: Shield tunnelling technology(China Architecture & Building Press, Beijing 2004), in Chinese.

Google Scholar

[2] C.Y. Cheng, G.R. Dasari, Y.K. Chow et al.: Tunnelling and Underground Space Technology Vol. 4 (2007), p.450–466.

Google Scholar

[3] T.I. Addenbrooke, D.M. Potts and A.M. Puzrin: Geotechnique Vol. 3(1997), p.693–712.

Google Scholar

[4] Zhiqiang Zhang, Chuan He and Caigao She: Journal of the china railway society Vol. 1 (2005), pp.84-89, in Chinese.

Google Scholar

[5] Houmei Zhang, Xiuguo Wu and Weihua Zeng: Chinese Journal of Rock Mechanics and Engineering Vol. s2 (2005), pp.5762-5766, in Chinese.

Google Scholar

[6] J.S. Chen, H.H. Mo: Tunnelling and Underground Space Technology Vol. 1(2009), p.91–102.

Google Scholar

[7] Hongxin Wang and Deming Fu: China Civil Engineering Journal Vol. 9(2006), pp.86-90, in Chinese.

Google Scholar

[8] Baixing Cheng and Zuoqian Wang: Machinery Design & Manufacture Vol. 6(2008), pp.22-24, in Chinese.

Google Scholar

[9] Zhihong Zhang , Zhongming Liu, Heping Zhang et. al: Journal of Machine Design Vol. 9(2008) , pp.54-56, in Chinese.

Google Scholar

[10] Lijuan Zhao, Lingguo Chen and Hongmei Liu: Coal Mine Machinery Vol. 1(2007), pp.51-52, in Chinese.

Google Scholar

[11] Wang Yuxing, Sun Jun. Influence of Pile Driving ob Properties of Soils Around Pile and Pore Water Pressure [J]. Chinese Journal of Rock Mechanics and Engineering, 2004, 23(1): 153-158.

Google Scholar

[12] Collins IF, Pender MJ, Wang Yan. Cavity expansion in sands under drained loading conditions. International Journal for Numerical and Analytical Methods in Geomechanics, 1992, 16: 3-23.

DOI: 10.1002/nag.1610160103

Google Scholar

[13] Yu H S. Houlsby G T. A large strain analytical solution for cavity contraction in dilatants soil [J]. International Journal for Numerical and Analytical Methods in Geomechanics, 1995, l9 (7): 793-811.

DOI: 10.1002/nag.1610191104

Google Scholar