Comparative Analysis on Different Types of Anchor Reinforcing Gravity Retaining Wall

De Fu Ma; Lei  Guo; Jian Qing Wu; Zhi Dong Zhou

doi:10.4028/www.scientific.net/AMM.477-478.567

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 477-478Comparative Analysis on Different Types of Anchor...

Comparative Analysis on Different Types of Anchor Reinforcing Gravity Retaining Wall

Abstract:

A new type of gravity retaining wall combining with anchor is developed to support higher embankment. The retaining wall has the advantage of high safety, lateral deformation small, wide applicable range and low requirements for the foundation bearing capacity. The pressure distributions of gravity retaining wall with anchor have changed a lot. The change will have a significant impact on structures. In order to reveal the gravity retaining wall combining anchor pressure distributions, numerical simulation was done. The result shows that it has no obvious differences to its force state when retaining wall is reinforced with horizontal and oblique anchors, The former is applicable to the new embankment retaining wall support and the latter is applicable to the original retaining wall reinforcement.

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Periodical:

Applied Mechanics and Materials (Volumes 477-478)

Pages:

567-571

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.477-478.567

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Online since:

December 2013

Authors:

De Fu Ma, Lei Guo, Jian Qing Wu, Zhi Dong Zhou

Keywords:

Comparative Analysis, Different Types of Anchor, Gravity Retaining Wall, Road Engineering

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References

[1] Zhang Jiru, Tang Baofu: Bolt Load Transfer Mechanism Analysis Model of the Hyperbolic Function[J]. Journal of Geotechnical Engineering, 2002, 24(2), 188-192.

Google Scholar

[2] Wu Maoming, Fang Jiaqiang: The Stability Estimate of Gravity Retaining Wall[J]. Geotechnical Engineering World, 2009, 12(10), 60-62.

Google Scholar

[3] Zhu Fusheng, Zheng Yutian: Strengthening the Role of Full-length Analysis of Bond-type Anchor[J]. Chinese Journal of Rock Mechanics and Engineering, 1996, 15(4): 333-337.

Google Scholar

[4] Su Jun, Yu Tianqing: Testing Study on Stress and Deformation of Two-sided Vertical Mutual Anchoring Retaining Wall[J]. Geotechnical Engineering Technique, Vol. 19, (2005).

Google Scholar

[5] Zhu Yanpeng, Luo Xiaohui: The design of retaining structures[M]. Beijing: Higher Education Press, (2008).

Google Scholar

[6] Ye Kaichen: Earth pressure on retaining wall test and numerical analysis[D]. Hangzhou: Zhejiang University, (2001).

Google Scholar