6th International DUT Workshop on Fundamental Modelling of Design and Performance of Concrete Paveme - PowerPoint PPT Presentation

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6th International DUT Workshop on Fundamental Modelling of Design and Performance of Concrete Paveme

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Title: 6th International DUT Workshop on Fundamental Modelling of Design and Performance of Concrete Paveme


1
6th International DUT Workshop on Fundamental
Modelling of Design and Performance of Concrete
Pavements
2
History
  • 1st International Workshop
  • Epen,
  • The Netherlands,
  • 5-6 June 1986
  • 31 participants
  • 29 papers

3
History
2nd International Workshop Sigüenza, Spain, 4-5
October 1990 37 participants 36 papers
4
History
3rd International Workshop Krumbach, Austria, 29
-30 September 1994 49 participants 39 papers
5
History
4th International Workshop Buçaco, Portugal, 10-1
1 September 1998 33 participants 36 papers
6
History
5th International Workshop Istanbul, Turkey, 1-2
April 2004 33 participants 25 papers
7
History
6th International Workshop Priorij Corsendonk,
Old-Turnhout Belgium, 15-16 September 2006 31
participants 23 papers
8
6th International Workshop - Overview
Participants from 10 countries 3 Belgium 2 Japan
1 Denmark 1 Taiwan 2 Germany 6 The
Netherlands 2 South Africa 2 Sweden 1 Spain 11 USA

9
6th International Workshop - Overview
Keynote speech Main themes I Fundamental
modelling of material properties II Theoretical
models for concrete pavements III Theoretical
models related to pavement performance IV Theoret
ical design of innovative pavement structures
10
6th International Workshop -Keynote speech
  • Prof. dr.ir. F. van Cauwelaert (Belgium)
  • Title
  • A bit of fifty years pavement engineering
  • From practice to theory and why not from theory
    back to practice.

11
6th International Workshop Theme IFundamental
modelling of material properties
  • 6 papers
  • Main topics
  • early age behaviour of concrete (the Netherlands,
    USA)
  • fatigue behaviour of (lean) concrete (Belgium,
    Sweden, USA)

12
6th International Workshop - Theme IFundamental
modelling of material properties
Conclusions of Theme I
  • Sophisticated mathematical tools and laboratory
    equipment are available for in-depth analysis of
    early age behaviour of concrete (critical phase)
  • Tendency for (in-situ or laboratory) fatigue
    testing of full-scale slabs instead of laboratory
    testing of beams,
  • Measured fatigue resistance is specimen property,
    not a material property

13
6th International Workshop - Theme
IITheoretical models for concrete pavements
6 papers All papers dealt with different aspect
of structural design of concrete pavements
  • curling of corners (USA)
  • dowel misalignment (USA)
  • concrete overlay on asphalt pavement (Belgium)
  • reinforcement of CRCP (the Netherlands)
  • probabilistic (Germany)
  • equivalency method for pavement analysis (USA)

14
6th International Workshop - Theme
IITheoretical models for concrete pavements
Conclusions of Theme II In analytical design of
concrete pavements emphasis on
  • details such as reinforcement
  • Material-related matters (variation in concrete
    strength, built in curling)
  • Construction-related matters (variation in
    concrete thickness, misalignment of dowels)

15
6th International Workshop - Theme
IIITheoretical models related to pavement
performance
9 papers Main topics Effect early age behaviour
of concrete on pavement performance
(USA) Application of modern mathematical
techniques (Taiwan, USA) Pavement performance as
affected by special loadings, gap/voids below
slab, variation and uncertainty (Belgium/the
Netherlands, Japan, USA)
16
6th International Workshop - Theme
IIITheoretical models related to pavement
performance
  • Conclusions of Theme III
  • in USA much attention for early age concrete
    pavement behaviour (curling is built-in-damage)
  • substantial attention for in-depth analyses of
    special cases, such as extreme (aircraft)
    loadings and lack of support
  • modern mathematical tools, such as ANN, will
    improve quality of pavement evaluations and
    pavement performance predictions
  • attention to pavement performance variability

17
6th International Workshop - Theme
IVTheoretical design of innovative pavement
structures
2 papers both addressing HRUTWT (Heavily
Reinforced Ultra Thin White Topping)
  • general aspects and application on orthotropic
    steel deck bridge (Denmark/the Netherlands)
  • modelling, APT testing and field applications for
    roads (South Africa)

18
6th International WorkshopConclusions
  • Excellent papers describing exciting developments
  • Specialised technical papers have high value for
    practice
  • Results can and must be implemented in practice
  • However too often our clients seem to be
    hostile, they dont want to listen, know and
    accept technical matters
  • Road Authorities interested in road user related
    matters (traffic capacity, safety, noise, air
    pollution) and contractual matters (contracts,
    money, warrantee, risks) and are not technically
    quality driven

19
6th International WorkshopConclusions
  • Platform needed to present the practical
    implications of technical work to upper road
    management (client, contractor)
  • Topics
  • money
  • risks
  • contracts
  • good practice / examples

20
  • THANK YOU
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