Bitumen sliding joints for friction elimination in footing bottom

Result code in IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F62304178%3A_____%2F12%3A%230000025" target="_blank" >RIV/62304178:_____/12:#0000025 - isvavai.cz</a>

Alternative codes found

RIV/61989100:27120/12:86083440

Result on the web

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DOI - Digital Object Identifier

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Result language

čeština

Original language name

Bitumen sliding joints for friction elimination in footing bottom

Original language description

Use of a sliding joint is an effective method to decrease the stress in foundation structure where there is a horizontal deformation of subsoil (areas afflicted with underground mining) or horizontal deformation of a foundation structure (pre-stressed foundations, creep, shrinkage, temperature deformation). A convenient material for a sliding joint is a bitumen asphalt belt. Experiments for different types of bitumen belts were undertaken at the Faculty of Civil Engineering - VSB Technical University ofOstrava in 2008. Since 2011 an extension of the 2008 experiments has been in progress and the shear resistance of a slide joint is being tested as a function of temperature in a temperature controlled room. In this paper experimental results of temperature dependant shear resistance are presented. The result of the experiments should be the sliding joint shear resistance as a function of deformation velocity and temperature. This relationship is used for numerical analysis of stress/str

Czech name

Bitumen sliding joints for friction elimination in footing bottom

Czech description

Use of a sliding joint is an effective method to decrease the stress in foundation structure where there is a horizontal deformation of subsoil (areas afflicted with underground mining) or horizontal deformation of a foundation structure (pre-stressed foundations, creep, shrinkage, temperature deformation). A convenient material for a sliding joint is a bitumen asphalt belt. Experiments for different types of bitumen belts were undertaken at the Faculty of Civil Engineering - VSB Technical University ofOstrava in 2008. Since 2011 an extension of the 2008 experiments has been in progress and the shear resistance of a slide joint is being tested as a function of temperature in a temperature controlled room. In this paper experimental results of temperature dependant shear resistance are presented. The result of the experiments should be the sliding joint shear resistance as a function of deformation velocity and temperature. This relationship is used for numerical analysis of stress/str

Type

D - Article in proceedings

CEP classification

JN - Civil engineering

OECD FORD branch

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Project

<a href="/en/project/FR-TI2%2F746" target="_blank" >FR-TI2/746: *Reological sliding joint with thermo-controlled viscoelastic properties</a><br>

Continuities

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

Publication year

2012

Confidentiality

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

Article name in the collection

Applied mechanics and civil engineering II : selected, peer reviewed papers from the Second SREE Workshop on Applied Mechanics and Civil Engineering (AMCE 2012), September 15-16, 2012, Hong Kong

ISBN

978-3-03785-452-5

ISSN

1660-9336

e-ISSN

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Number of pages

6

Pages from-to

247-252

Publisher name

Trans Tech Publications

Place of publication

Durnten-Zurich

Event location

Hong Kong

Event date

Sep 15, 2012

Type of event by nationality

WRD - Celosvětová akce

UT code for WoS article

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