Research on Calculation Theory of Double-Row Piles Retaining Structure

Article Preview

Abstract:

The double-row piles retaining structure (DRPRS) is widely applied in the excavation engineering, but its calculation theory is immature and in appropriate. Based on the theory of earth pressure distribution, the distribution characteristics of earth pressure is analyzed to different layout form, and the general formula of earth pressure is derived. From the perspectives of the morphology of slip surface, linear slip surface morphology and broken-line slip surface morphology are proposed based on the feature of the DRPRS. A new calculation model is proposed combining the earth pressure and slip surface morphology. On this basis, one example is used to analyze the force and deformation mechanism of the DRPRS in detail. The research results can guide the engineering practices and promote the development of calculation theory for the DRPRS.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 671-674)

Pages:

251-256

Citation:

Online since:

March 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2013 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] Nie Qingke, Liang Jinguo, Han Lijun, Bai Bing. Design theory and application of double-row piles for deep foundation pit[M]. Bei Jing: China Architecture & Building Press, 2008. (In chinese).

Google Scholar

[2] He Yihua, Yang Bin, Jin Baosen, Li Ruiru. Study on the earth pressure of fender piles for excavations in real projects and model tests[J]. China Civil Engineering Journal, 1997, 30(1): 16-24. (In chinese).

Google Scholar

[3] Huang Qiang.Deep foundation pit support engineering design technology[M]. Bei Jing: China Building Materials Press, 1995. (In chinese).

Google Scholar

[4] Cheng zhi-yan, QIU Wei-lun, ZHANG Ke-neng, HUO Ming-yu. Design calculation method on double-row retaining structure[J]. geology and prospecting, 2001, 2(37): 88~91. (In chinese).

Google Scholar

[5] Liu Zhao. Analysis and experimental study of double-row piles retaining structure[J]. journal of geotechnical engineering, 1992, 14(5): 76~80. (In chinese).

Google Scholar

[6] Xiong Juhua. A simplified computing method of the first kind double row pile retaining structure [J]. site investigation science and technology, 1999, (2): 1~6. (In chinese).

Google Scholar

[7] Zheng Gang, LI Xin, LIU Chang, GAO Xifeng. Analysis of double-row piles in consideration of the pile-soil interaction [J]. Journal of Building Structures, 2004, 25(1): 99~106. (In chinese).

Google Scholar