Influence of Pressure Level and Stress Amplitude on the Compaction of Granular Soils.

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68378297%3A_____%2F00%3A14000042" target="_blank" >RIV/68378297:_____/00:14000042 - isvavai.cz</a>

Result on the web

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DOI - Digital Object Identifier

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Result language

angličtina

Original language name

Influence of Pressure Level and Stress Amplitude on the Compaction of Granular Soils.

Original language description

In order to model realistically the cyclic deformation with the hypoplastic relation, a concept of the so-called intergranular strain is introduced. The densification is investigated for a single homogeneous soil element which can be sufficiently definedwith single stress and stretching tensors. A numerical study shows the influence of various deformation modes, pressure level and stress amplitude on the rate of densification and on the work imput.

Czech name

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Czech description

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Type

D - Article in proceedings

CEP classification

JM - Structural engineering

OECD FORD branch

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Project

Result was created during the realization of more than one project. More information in the Projects tab.

Continuities

P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)

Publication year

2000

Confidentiality

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection

Compaction of Soils, Granulates and Powders.

ISBN

90-5809-317-4

ISSN

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e-ISSN

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Number of pages

10

Pages from-to

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Publisher name

Balkema

Place of publication

Rotterdam

Event location

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Event date

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Type of event by nationality

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UT code for WoS article

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