Interaction of Gravel Piles with the Surrounding Soil and Raft

This paper provides a quantitative assessment of the stress-strain state of the "crushed stone pile−surrounding compacted soil−grillage" (cell) system under static and variable loads, taking into account the elastic and elastic-viscous properties of the pile and the surrounding soil. The p...

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Veröffentlicht in:Soil mechanics and foundation engineering 2019-07, Vol.56 (3), p.151-156
Hauptverfasser: Ter-Martirosyan, Z. G., Ter-Martirosyan, A. Z., Angelo, G. O.
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container_title Soil mechanics and foundation engineering
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creator Ter-Martirosyan, Z. G.
Ter-Martirosyan, A. Z.
Angelo, G. O.
description This paper provides a quantitative assessment of the stress-strain state of the "crushed stone pile−surrounding compacted soil−grillage" (cell) system under static and variable loads, taking into account the elastic and elastic-viscous properties of the pile and the surrounding soil. The potential for defining the parameters for deformability and viscosity of the cell, required for carrying out simplified calculations for the foundation known as "piles under the slab," is illustrated. The influence of the pile on the dynamic properties of the base (without piles), including the dynamic response factor, dependent on the frequency of the natural oscillations of the cell, with and without the influence of the pile, is evaluated.
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subjects Civil Engineering
Compacted soils
Crushed stone
Dynamic response
Earth and Environmental Science
Earth Sciences
Elastic properties
Formability
Foundations
Geoengineering
Geotechnical Engineering & Applied Earth Sciences
Hydraulics
Mathematical analysis
Soil compaction
Soil Mechanics
title Interaction of Gravel Piles with the Surrounding Soil and Raft
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