Study on the Reinforce Model of Loess Slope

Juan Juan Wang; Jun Tao Deng; Rui E. Li

doi:10.4028/www.scientific.net/AMM.353-356.198

Paper Titles

Overview on the Bearing Behavior Research of Rock-Socketed Piles
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Numerical Investigation on Factors Influencing the Time-Dependent Stability of the Rock Slopes with Weak Structure Planes
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Influence of Hydroxyl Aluminium on the Engineering Properties of Montmorillonite Clay
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Study on the Effect of Vibration Loads Induced by Bridge Pile Foundation Construction on Adjacent Buried Pipeline
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Study on the Reinforce Model of Loess Slope
p.198

Experimental Research of Soft Soil Ground Treatment in Yangpu Port by Static-Dynamic Drainage Consolidation
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Instability and Failure Mechanism of Slope in the Condition of Extreme Snow Hazard
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Analysis of Foundation Non-Uniform Settlement for Building on Collapsible Loess
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Recognition Method of Mesoscopic Medium Based on Cellular Automata Correction Method
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 353-356Study on the Reinforce Model of Loess Slope

Study on the Reinforce Model of Loess Slope

Abstract:

A pre-stressed lattice frame is an effective structure of reinforced slope. The purpose of this paper is concerned chiefly with the study of the internal force distribution and calculation methods of the pre-stressed anchor lattice frames, and analyzed calculation methods advantages and disadvantages. It is concluded that the design and calculation of the lattice frames should consider the common deformation of the beam and the soil. It can make result especially approaching the force condition of the lattice frames.

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Periodical:

Applied Mechanics and Materials (Volumes 353-356)

Pages:

198-202

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.353-356.198

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Online since:

August 2013

Authors:

Juan Juan Wang, Jun Tao Deng, Rui E. Li

Keywords:

Advantages, Disadvantages, Force Condition, Internal Force Calculation, Method, Pre-Stressed Lattice Frames

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References

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