Influence of Density on Mechanical Properties for Coarse-Grained Soil Based on Percolation Theory

Yi Dan Huang; Ling Kan Yao; Jian Wang

doi:10.4028/www.scientific.net/AMM.580-583.93

Paper Titles

Experimental Study on Bubble Curtain Technology Applied in Underwater Blasting Damping
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Experimental Study on the Position of Balanced Point of Large-Tonnage Pile with Self-Balanced Load Method in the Northwest Region
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Finite Element Simulation and Stability Analysis of Composite Soil Nailing
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Fuzzy Mathematical Method of Slope Reliability Analysis in Surface Mine under Seepage Conditions
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Influence of Density on Mechanical Properties for Coarse-Grained Soil Based on Percolation Theory
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Justification for Determination of the Depth of an Active Zone Based on the II Group of Limiting States
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Mechanics Analysis of Semi-Rigid Subgrade Pavement Structure
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Model Test Study of Squeezed Branch Pile under Horizontal Vibration Load
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Model Tests of Foundation Bearing Capacity of Sandy Soil and Pile Foundation Bearing Capacity
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 580-583Influence of Density on Mechanical Properties for...

Influence of Density on Mechanical Properties for Coarse-Grained Soil Based on Percolation Theory

Abstract:

Coarse-grained soil is the main material of embankment dams, it is one of the major study objectives of soil mechanics. This paper introduces a method that utilizes percolation theory to explore the influence of soil density on mechanical property from the micro perspective. First it proposes the concept of stress network among particles; then it introduces the method of applying renormalization group theory for deducing; finally it derives the conclusion that in a uniform coarse-grained soil, the porosity and the mechanical property present a relationship of linear.