Evaluation of Earth Pressures Against Rigid Retaining Structures with RTT Mode

Article Preview

Abstract:

The evaluation of earth pressure is of vital importance for the design of various retaining walls and infrastructures. Experimental studies show that earth pressures are closely related to the mode and amount of wall displacement. In this paper, based on the reveal of the formation mechanism of earth pressures against rigid retaining wall with RTT mode, a new method is proposed to calculate the earth pressure distribution in such conditions. Finally, the effectiveness of the method is confirmed by the experimental results.

You might also be interested in these eBooks

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

200-205

Citation:

Online since:

December 2010

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2011 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

[1] K. Terzaghi, Large retaining wall tests, Engineering News Record, 112, p.136–140.

Google Scholar

[2] M. Matsuo, S. Kenmochi, H. Yagi, Experimental study on earth pressure of retaining wall by field tests, Soils and Foundations, 1978, 18(3), p.27–41.

DOI: 10.3208/sandf1972.18.3_27

Google Scholar

[3] Y. S. Fang, I. Ishibashi, Static earth pressures with various wall movements, Journal of Geotechnical Engineering, ASCE, 1986, 112(3), pp.317-333.

DOI: 10.1061/(asce)0733-9410(1986)112:3(317)

Google Scholar

[4] Y. S. Fang, T. J. Chen, B. F. Wu, Passive earth pressures with various wall movements, Journal of Geotechnical Engineering, 1994, 120(8), pp.1307-1323.

DOI: 10.1061/(asce)0733-9410(1994)120:8(1307)

Google Scholar

[5] G.A. Dubrova, Interaction of soil and structures, Rehnoy Transport, Moscow, U.S.S.R. (1963).

Google Scholar

[6] M. F. Chang, Lateral earth pressure behind rotating walls, Canadian Geotechnical Journal, 1997, 34, pp.498-509.

DOI: 10.1139/t97-016

Google Scholar

[7] C. Gong, G. Wei, R. Q. Xu, Earth pressure against rigid retaining wall rotating about top, Rock and Soil Mechanics, 2006, 27(9), pp.1588-1592. (in Chinese).

Google Scholar

[8] J.M. Zhang, Y. Shamoto, K. Tokimatsu, Evaluation of earth pressure under any lateral deformation, Soils and Foundations, 1998, 38(1), pp.15-33.

DOI: 10.3208/sandf.38.15

Google Scholar

[9] J. M. Zhang, Y. Shamoto, K. Tokimatsu, Seismic earth pressure theory for retaining walls under any lateral displacement, Soils and Foundations, 1998, 38(2), pp.143-163.

DOI: 10.3208/sandf.38.2_143

Google Scholar

[10] M. Sherif, I. Ishibashi, C. D. Lee, Earth pressures against rigid retaining walls, Journal of geotechnical engineering, ASCE, 1982, 108(GT5), p.679-695.

DOI: 10.1061/ajgeb6.0001288

Google Scholar

[11] M. A. Sherif, Y. S. Fang, R. I. Sherif, Ka and K0 behind rotating and non-yielding walls, Journal of Geotechnical Engineering, ASCE, 1984, 110(1), pp.41-56.

DOI: 10.1061/(asce)0733-9410(1984)110:1(41)

Google Scholar