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Concrete Drying Shrinkage

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Roads Pavement Forum 17 November 2004 ' To look is one thing. To ... SABS Method 1085:2001 - Initial drying and wetting expansion of concrete. Controversial... – PowerPoint PPT presentation

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Title: Concrete Drying Shrinkage


1
Concrete Drying Shrinkage
  • 17 November 2004
  • Roads Pavement Forum
  • Sebasti Badenhorst, Pr. Eng
  • Holcim (South Africa) (Pty) Ltd

2
Concrete drying shrinkage research ...
To look is one thing. To see what you look at
is another To understand what you see is
another. To learn from what you understand is
something else But to act on what you learn is
all that really matters Sir Winston Churchill
3
Performance-based specifications for shrinkage
  • To look is one thing.
  • To see what you look at is another WC
  • COLTO - Standard Specification for Road and
    Bridge Works for State Road Authorities 1998
  • Shrinkage shall not exceed 0,04 , tested in
    accordance with SABS 1085

4
Shrinkage tests...
SABS Method 10852001 - Initial drying and
wetting expansion of concrete Controversial
severe drying... 50 to 55 ?C,15 to 25 RH Cycles
of heating and cooling Small concrete
samples Poorly defined end point
5
An investigation to review SABS 1085
  • ...To understand what you see is another. WC
  • Establish how the SABS 1085 shrinkage test result
    relate to other international shrinkage tests
    methods?
  • International shrinkage test methods are based on
    natural (moderate) drying conditions
  • Temperature between 22 to 25ºC
  • Relative humidity between 50 to 70

6

Laboratory investigation...
  • 28 Concretes...different combinations
  • aggregates
  • cements
  • Same size specimens
  • SABS 1085
  • natural drying test

...compared results...
7
Results of investigationaggregate type
8
Results of investigationcements
9
Hilton Concrete Pavement trials
...To learn from what you understand is
something else WC
10
Quartzite concrete
Dolerite concrete
11
Shrinkage investigation at Hilton
  • Seven pairs of crack measuring gauges installed
  • Perpendicular and centred to crack inducing plate
  • Non doweled joints
  • Determine movement at joints with time

Crack inducing plate
Crack measuring gauges
12
Environmental conditions day of casting
21,5C 37 RH
Dolerite concrete
13,3C 72 RH
Quartzite concrete
13
Laboratory shrinkage testing
University of Witwatersrand 6 samples creep
and shrinkagequartzite and dolerite Cement
and Concrete Institute shrinkage tests... SABS
Method 1085
14
Resultsnatural drying ...laboratory shrinkage
  • Quartzite higher shrinkage potential
  • Dolerite lower shrinkage potential

15
Results SABS 1085 shrinkage
  • Dolerite concrete, meets COLTO specification
  • Quartzite concrete fails COLTO specification
  • SABS 1085 does not account for variability

16
Field results
  • Quartzite cracked less, in spite of higher
    shrinkage potential

17
Crack widthdolerite concrete
18
Early concrete temperature changes
19
Conclusions...
  • Environmental condition at time of construction
    of greater significance in the formation of
    cracks than the shrinkage potential determined in
    the laboratory
  • Changes in early temperature...significant effect
    on crack propagation
  • Difference between... crack potentialshrinkage
    potential

20
Further work...
  • ...But to act on what you learn is all that
    really matters WC
  • Draft of SANRAL specification, clause referring
    to SABS 1085 scraped
  • CnCPave updated with revised shrinkage prediction
    model, no longer refer to SABS 1085
  • Draft ISO test methodbased on natural drying
    tests... extrapolate the results from
    28-daysunder investigation
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