Strip Type Rebar of the Rear Sets of Spherical Bodies Anchorage Reinforced Earth Retaining Wall Design Model

Bo Yu; Yun Zhi Tan; Nan Jing Wang; Pin Liang Ding

doi:10.4028/www.scientific.net/AMM.170-173.361

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Experiment on Different Length/Diameter Ratio Charge Explosive Strain Wave Propagation in Rock
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Automatic Statistic of Rock Mass Discontinuity Attitude Elements Based on K-Mean Clustering Analysis
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Study on Slaking Particle Distribution Characteristics of Carbonaceous Mudstone
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Study on Deformation Parameters in Dynamic Compaction Desert Foundation
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Strip Type Rebar of the Rear Sets of Spherical Bodies Anchorage Reinforced Earth Retaining Wall Design Model
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Slope Stability Assessment Based on Fuzzy Matter-Element Extension Model
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Experimental Study on the Compressibility of Cement Improved Laterite Soil
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Rock Slope Stability Analysis Based on FLAC^3D Numerical Simulation
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Research on Stability Mechanism of Fissured Loess Slope Influenced by Rainfall and Evaporation
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 170-173Strip Type Rebar of the Rear Sets of Spherical...

Strip Type Rebar of the Rear Sets of Spherical Bodies Anchorage Reinforced Earth Retaining Wall Design Model

Abstract:

Participating in the college students reinforced earth retaining wall competition of 2012 "youlinshubulyoke cup", and puting forward set of spherical bodies reinforced in the rear of steel strip rebar in order to increase the anchorage zone of strip type rebar and soil action area ,and converted the friction coefficient between soil and bar tape into soil and soil, thereby increasing the frictional resistance and the pull-out force. Making reinforced earth retaining walls in the same level of load, to achieve the purpose of saving the materials.