1985Journal of Geotechnical EngineeringRequires access

Crushing of Soil Particles

Bobby Ott Hardin

Open publisher page 1,380 citations

Abstract

In order to understand the physics of the strength and stress‐strain behavior of soils and to devise mathematical models that adequately represent such behavior, it is important to define the degree to which the particles of an element of soil are crushed or broken during loading. The amount of particle crushing in a soil element under stress depends on particle size distribution, particle shape, state of effective stress, effective stress path, void ratio, particle hardness, and the presence or absence of water. Data are analyzed for single mineral soils and rockfill‐like materials and equations are presented that can be used to estimate the total breakage expected for a given soil subjected to a specified loading.

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What this paper is about

In order to understand the physics of the strength and stress‐strain behavior of soils and to devise mathematical models that adequately represent such behavior, it is important to define the degree to which the particles of an element of soil are crushed or broken during loading. The amount of particle crushing in a soil element under stress depends on particle size distribution, particle shape, state of effective stress, effective stress path, void ratio, particle hardness, and the presence or absence of water. Data are analyzed for single mineral soils and rockfill‐like materials and equations are presented that can be used to estimate the total breakage expected for a given soil subjected to a specified loading.

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Available abstract

In order to understand the physics of the strength and stress‐strain behavior of soils and to devise mathematical models that adequately represent such behavior, it is important to define the degree to which the particles of an element of soil are crushed or broken during loading. The amount of particle crushing in a soil element under stress depends on particle size distribution, particle shape, state of effective stress, effective stress path, void ratio, particle hardness, and the presence or absence of water. Data are analyzed for single mineral soils and rockfill‐like materials and equations are presented that can be used to estimate the total breakage expected for a given soil subjected to a specified loading.

Key concepts: Breakage, Void ratio, Geotechnical engineering, Soil water, Stress path, Particle (ecology), Discrete element method, Particle-size distribution

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