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Field RHTemp Investigation

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Title: Field RHTemp Investigation


1
A Partnership in Research and Outreach David A.
Lange, CEAT DirectorDepartment of Civil and
Environmental Engineering Chang Joon Lee, Robert
Rodden, Yi-Shi Liu, Zachary C. Grasley
2
Moisture curling project
  • Basic driving force
  • Internal capillary stresses imposed under partial
    saturation
  • Measurement of material properties
  • Creep
  • Elastic properties
  • Material modeling
  • Hygrothermal forces, shrinkage, creep
  • Time dependence, inter-dependence
  • Structural modeling
  • Validation using lab tests NAPTF slab tests

3
Two cases
  • Highly restrained slab
  • Cracking
  • Low restraint in slab
  • Curling Wheel Load ? Cracking

4
Shrinkage measurement
  • Specimen sliced into the dimensions of 5x1x1/8
  • uniform moisture condition throughout the cross
    section of the specimen under drying
  • Linearly varying displacement transducer (LVDT)

5
Experimental results
  • The shrinkage curves share similar
    characteristics under various relative humidity
    conditions
  • The linear responses end after one day of drying,
    and tend to level off

6
Results (contd)
  • Both matrices yielded lower drying shrinkage than
    plain cement matrix system
  • Shrinkage of rice husk ash matrix is lower than
    that of fly ash matrix
  • Larger amount of amorphous silica and surface
    area in rice husk ash

7
Mechanism of shrinkage
  • Both autogenous and drying shrinkage dominated by
    capillary surface tension mechanism
  • As water leaves pore system, curved menisci
    develop, creating reduction in RH and vacuum
    (underpressure) within the pore fluid
  • Also plays a role in thermal dilation

8
RH related to capillary pressure
  • Kelvin-Laplace Equation relates RH directly to
    capillary pressure
  • We can effectively calculate the internal stress
    by measuring RH

As vapor pressure contributes little
p vapor pressure ? pore fluid pressure R
universal gas constant T temperature in
kelvins v molar volume of water
9
Measuring internal RH
10
UIUC field system
  • UIUC field-ready system can sample RH and
    temperature at user prescribed interval and log
    to a nonvolatile external memory chip
  • Current system utilizes 55 channels (5
    microprocessors)
  • Data can be collected with a laptop via a serial
    connection

11
Field-Ready RH/Temp Multiplexer
  • In October 2005
  • Cast 3 slabs (Plain, Cured, and SRA PCC) with a
    depth of 15 at ATREL
  • Collected RH/Temp data at various locations
    above, at the surface, and through the depth of
    all slabs for three months continuously
  • ALL above surface data showed little deviance
    from ambient

12
Novel Surface Sampling Technique
  • A novel surface sampling technique was employed
    to measure the RH/temp at the surface
  • An sensor was placed in a sleeve of Gore-Tex
    which was then troweled into the surface
  • New technique yielded excellent repeatability

13
Preliminary Through Depth Data
  • Internal RH measured from the surface of a 15
    thick moist cured PCC slab

14
Preliminary Through Depth Data
  • Drying occurs at the surface and base of the slab
  • Daily cycling of RH and temp is evident
  • RH and temp daily fluctuation is less as depth is
    greater

15
Determining creep properties
16
Computer Modeling
17
Why is our modeling concept useful?
NOTE Assessments are based on the built-in
functions of the codes
18
Material models
Concrete is an Aging Material
Instantaneous response - Static
Linear Elastic Continuum
Delayed response - Creep
Solidification Theory Bazant 1977
Hygrothermal response - Shrinkage Thermal
Expansion
Hygrothermal Model
19
Lab Test Stress-strain Youngs modulus
Youngs modulus
Uniaxial compressive test with axial lateral
strains
20
Lab test - creep
Sealed test
Exposed to ambient
Drying
Total deformation
Basic creep
21
Deformation comparison
Lift-off displacement
VD Vertical Displacement Transducer
CL Clip gauge
22
Summary
  • CEAT working to provide
  • a more complete understanding of mechanisms
  • new sensor technology
  • accurate, complete material models
  • useful software tool for analysis
  • Results relate to material selection (e.g. high
    FA concrete) and pavement design
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