The Bearing Capacity Analyses of Soil beneath the Blade of Circular Cassion

Fu You Yan; Yuan Cheng Guo; Shang Qian Liu

doi:10.4028/www.scientific.net/AMR.250-253.1794

Paper Titles

Performance of Cross Bracings under Reverse Cyclic Loading
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Study on the Maximal Critical Velocity of Pressurization in Subway Station
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Study on T-Section Aluminium Beam-Columns with Web in Compression
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Analysis of Influencing Factor of Super-Long Single Pile’s Effective Pile Length
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The Bearing Capacity Analyses of Soil beneath the Blade of Circular Cassion
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Experimental Research on Determining the Geotechnical Parameters with CPTU Methods
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Effects of Large Rock Particles on Permeability of Soil and Rock Mixture
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Selection and Analysis on the Foundation of Long-Span Spatial Arch Structure
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Fractal Research on Cracks of Reinforced Concrete Beams with Different Aggregates Sizes
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The Bearing Capacity Analyses of Soil beneath the Blade of Circular Cassion

Abstract:

Based on the assumption of pointed blade of circular cassion, the formulas of the bearing capacity of soil beneath the blade are presented by the slip line method. The values of N_γ are not too sensitive to change for the soil’s internal friction angle, and are significantly greater than those obtained by Terzaghi’s and Berezantsev’s formulas. They decrease with an increase in the value of blade embedment depth and the taper angle.