Study on Seepage under the Hinge Joint Stability of Concrete Block Slope

Yu Qing Zhang; Yong Ning Mi; Lu Wang; Xin Wang

doi:10.4028/www.scientific.net/AMM.90-93.2265

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 90-93Study on Seepage under the Hinge Joint Stability...

Study on Seepage under the Hinge Joint Stability of Concrete Block Slope

Abstract:

Slope is the wide range of large in channel works to ensure the safety of critical infrastructure.The actual project—the Bird Island Park in Shenyang, an example of hinge joint concrete block revetment ,using the FLAC analysis software, and the finite difference method percolation theory to calculate the 29 slope angle the role of a 45kg block under the action of the seepage stability of the slope. Variation in water level discussed in further detail and the role of the different blocks on the slope stability of the quality of the impact of the slope to provide a reference design and application.

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Periodical:

Applied Mechanics and Materials (Volumes 90-93)

Pages:

2265-2276

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.90-93.2265

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Cite this paper

Online since:

September 2011

Authors:

Yu Qing Zhang, Yong Ning Mi, Lu Wang, Xin Wang

Keywords:

Concrete Block, Seepage, Slope, Stability

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References

[1] Dongya Sun,Liuqian Ding,Qiuling Yao. Water Resources and Hydropower Engineering. Vol. 38 (2007), p.46 (In Chinese).

Google Scholar

[2] Heng He,Dechun Chen,Wenbai Wei. WATER RESOURCES PROTECTION. Vo1.11(2005), p.56 (In Chinese).

Google Scholar

[3] KLEIN BRETELER M , BEZUIJEN A . Simplified design method for block revetments[A] . Proceedings ICE Conference on Coastal Structures and Breakwaters[C].London: Thomas Telford,1991:423-436.

DOI: 10.1680/csab.16729.0029

Google Scholar

[4] ALLSOP N W H, MCCONNELL K J. Handbook of coastal engineering[M].New York: McGraw-Hi11,1999:1-24.

Google Scholar

[5] KLEIN BRETELER M , BEZUIJEN A . Design criteria for placed block revetments[M].Rotterdam: Balkema A A,1998:217-248.

Google Scholar

[6] Junning Pan,Dengting Wang,Meian Wu,Zhengji Yang. Journal of Hohai University( Natural Sciences).Vo1.33 (2005),p.476 (In Chinese).

Google Scholar

[7] Yanqing Wu.Beijing:Geohydraulics[M].(Science Press, China 2009).

Google Scholar