Application Research of Prestressed High Strength Concrete Pipe Pile in Construction

Article Preview

Abstract:

Prestressed high strength concrete pipe pile (PHC pile), a new type of pile, due to outstanding performance, widely used in various aspects of national construction, this paper introduces the development situation of prestress high strength concrete pile in our country, aiming at proposing own opinion in existence question in the construction process of high strength prestressed concrete pipe pile.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1393-1396

Citation:

Online since:

August 2012

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Chen Yong, Yang Xiaosong. Settlement characteristics analysis of the prestressed concrete pipe pile under the action of vertical [J]. Foundation engineering, 2000, (12): 67-69.

Google Scholar

[2] Xiong Bingxian, Niu Zeming. The prestressed pipe pile bearing capacity [J]. Guangdong architecture and civil engineering, 1997, (4): 35-37.

Google Scholar

[3] Song Jianjun Hammering prestressed pipe pile vertical bearing capacity of single pile test [J]. Industrial construction, 1999, 29 (8): 44-48.

Google Scholar

[4] blue yo. Prestressed concrete pipe pile bearing force calculation and the construction technology [C]. (1992).

Google Scholar

[5] Zhang Zhongmiao Prestressed pipe pile applied research in Zhejiang. Hangzhou city deep foundation and foundation pit Symposium [M]. Beijing: China Water Power Press, (1999).

Google Scholar