Comparative Analysis of Pile Joints

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Abstract:

Opportunities of factories, transport companies and piling driving machines does not allow to produce longer piles when it is necessary. Currently this problem could be solved by joining parts of piles. A wide range of pile joints are known therefore it is a problem for building companies to choose which one is more relevant. In this connection there is a need to identify what joint is the most optimal. In this work main types of joints are compared in accordance with up-to-date requirements to building constructions and technologies. On the basis of these comparisons it is concluded that the most effective is pin joint type

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270-276

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December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] G.Y. Bulatov, F.S. Shilkin. Selection and performance calculations pile-driving equipment. Internet Journal Construction of Unique Buildings and Structures, 2013, №3 (8). (rus).

Google Scholar

[2] G.Y. Bulatov, N.B. Kolosova, A.B. Teplov, Bearing capability of driven piles with different types of cross-section, Construction of Unique Buildings and Structures, №1(6), 2013. (rus).

Google Scholar

[3] Grutman M.S. Pile foundations. Kiev: Budivelnik, 1969. 191 p. (rus).

Google Scholar

[4] Morozova T.F., Kinayat L. A., Kinayat A. Zh. Assessment of risks in construction. Internet Journal Construction of Unique Buildings and Structures, №5 (10), 2013. (rus).

Google Scholar

[5] Van Impe W.F. Developments in pile design. DFI. Conference. Stressa, 1991. Pp. 2217-2234.

Google Scholar

[6] Rajapakse R. Pile Design and Construction Rules of Thumb. 2008. Pp 337–342.

DOI: 10.1016/b978-0-7506-8763-8.00020-9

Google Scholar

[7] Focht J.A. Jr., O'Neill M.W. Piles and other deep foundations/Proceedings of the XI International Conference on Soil Mechanics and Foundation Engineering. San Francisco: 1985. - vol. 1, P. 187-207.

Google Scholar

[8] Punmia B. C., Ashok Kumar Jain, Arun Kr. Jain. Soil mechanics and foundations. Firewall Media, 2005, 940 p.

Google Scholar

[9] Smith I.M. Installtion and performance of piled foundations / Third Int. Conf. on Num. Meth. in Geomech. (Aachen) 2-6 April, 1979, P. 1107-1114.

Google Scholar

[10] Harr M. E. Foundations of theoretical soil mechanics. NY McGrow Hill, (1966).

Google Scholar

[11] Venkatramaiah C. Geotechnical engineering. New Age International, 2007. 926 p.

Google Scholar

[12] Melnikov V. A., Zarubin P. E.  The comparative analysis of methodologies for calculating settlement of pile foundations. Construction of unique buildings and structures, №8 (13), 2013, pp.43-45. (rus).

Google Scholar

[13] Braja M. Das. Advanced soil mechanics. New York: Taylor & Francis Group, 2008, 567 p.

Google Scholar

[14] Bugrov A. K. Soil mechanics. SPb.: Publishing of SPbSPU, 2007. (rus).

Google Scholar

[15] Uhov S. B., Semenov V. V., Znamenskiy V. V. Soil mechanics, bases and foundations. 4th edition. 2007, 566 p. (rus).

Google Scholar

[16] Construction code design reinforced composite piles. Moscow. 1987. (rus).

Google Scholar