The Load Carrying Mechanism of Plate-Chair Type Retaining Structure

Abstract:

The plate-chair type retaining structure, which developed from h type anti-slide pile, has the characteristics of high stiffness and small deformations, and is suitable for subgrade retaining engineering on high slopes. The difficulty is that the landslide thrust distribution is not clear and the action of soil between the front and back row piles is not definite. First, a theoretical method of calculating the earth pressure acting on the structure is presented based on analyzing its carrying mechanism. Then an example is analyzed using the method. Finally, on the base of constructing a three-dimensional numerical simulation model of soil-structure interaction using ABAQUS, a validation and comparison between the theoretical calculation and numerical simulation is carried out. The result shows that the method is simple, safer, suitable for designing and can be used in the similar engineering.

• Periodical: Applied Mechanics and Materials (Volumes 505-506)
• Pages: 3-8
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.505-506.3
• Online since: January 2014
• Authors: Qian Su, Jian Zhang*, Wen Hui Zhao, Li Cai Zhang
• Keywords: Load Carrying Mechanism, Numerical Simulation, Plate-Chair Type Retaining Structure, Soil-Structure Interaction (SSI)

References

[1] Zhicheng yu, Wenhua Shi: Design and Construction of Deep Foundation Pit Supporting (China Architecture & Building Press, Beijing 1997).

[2] Cuiying Zhou, Zuoqiu Liu: Rock and Soil Mechanics. 26(2005), p.441–444 (in chinese).

[3] Shiguo Xiao: Rock and Soil Mechanics. 31(2010), p.2146–2152 (in chinese).

[4] Zihang Dai: Journal of Rock Mechanics and Engineering. 21(2002), pp.517-521 (in chinese).

[5] TB10025-2006 Railway Subgrade Retaining Structure Design Specification (in chinese).