Research on the Supporting Mechanism of Gravity Retaining Wall with Grouting Anchor in High Filling Embankment

Abstract:

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In order to make up for defects, including big gravity stress, large mansory and higher ground stress, in traditional gravity retaining wall, a new type of gravity retainwall combining grouting anchor is developed to support higher embankment. By installing soil pressure cells and anchor dynamometric cells, the vertical pressure on the bottom, lateral pressure on the retaining wall and the axial force of grouting anchor are analyzed during filling of embankment.

Info:

Periodical:

Edited by:

Xuejun Zhou

Pages:

514-517

DOI:

10.4028/www.scientific.net/AMM.90-93.514

Citation:

H. B. Zhang et al., "Research on the Supporting Mechanism of Gravity Retaining Wall with Grouting Anchor in High Filling Embankment", Applied Mechanics and Materials, Vols. 90-93, pp. 514-517, 2011

Online since:

September 2011

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Price:

$35.00

[1] Wu.M. M etal The Stability Estimate of Gravity Retaining Wall [J]. Geotechnical Engineering World. 2009,10(1):30~32.

[2] LI.Z. S etal Improvement of PartSettlement Foundation and Punching Shear Failure PileCap in B Dangerous Building[J].Chinese Jdurnal ofUnderground Space and Engineering,2006,2(2):255—258.

[3] Luo.Y. N etal The Shape of Gravity Retaining Wall and The Installation [J]. Journal of Railway Engineering Society, 2008, 4(4): 23-27.

[4] Cao G.J. etal Anchoring of the supporting technology and experimental analysis of the dynamic mechanism[J]. Underground space, 2002,22(1):86—89.

[5] Zhang J.R. etal Bolt load transfer mechanism analysis model of the hyperbolic function[J]. Journal of Geotechnical Engineering. 2002(2):189~192.

[6] Zhu F.S. etal Strengthening the role of full-length analysis of bond-type anchor[J]. Rock Mechanics and Engineering. 1996,15(4):333—337.

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