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Repeated Load Triaxial Testing

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Repeated Load Triaxial Testing – PowerPoint PPT presentation

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Title: Repeated Load Triaxial Testing


1
Repeated Load Triaxial Testing Pavement
Rutting design to avoid
Testing to understand Materials is key to success
2
Rutting shear in subgrade
Austroads Pavement Design Guide ensures adequate
cover/protection to subgrade
3
Rutting shear in base
Rutting compaction in base
Specifications usually ensure aggregates do not
fail (but not always! Especially if they get wet)
A Repeated Load Triaxial Test (applies 350,000
load cycles)- Will determine the amount of
rutting in the aggregate (wet and dry) - To
determine suitability of chosen materials
4
Repeated Load Triaxial Testing
5
Repeated Load Triaxial Testing
Compaction to target density
6
Repeated Load Triaxial Testing
Soaking sample For saturated test
7
RLTT - Dry
8
RLTT - Wet
9
Need to get above 15 Million ESA
10
Not saturated all the time but would like at
least 1 Million ESA
Most M4 Aggs not ok when wet
11
Most stabilised aggregate options very good when
dry (same as 10 11)
12
Most stabilised aggregate options very good when
dry (over 50 MESA)
13
Pavement Design Rut Depth Models RLTT on
subgrade, subbase, basecourse
14
Pavement Design Rut Depth Models RLTT on
subgrade, subbase, basecourse
15
Pavement Design Rut Depth Models RLTT on
subgrade, subbase, basecourse
16
Pavement Design Rut Depth Models
17
Pavement Design Rut Depth Models
18
Pavement Design Rut Depth Models
19
Flexural Beam Testing other tests to check risk
of cracking
20
Flexural Beam Testing
21
Flexural Beam Testing
22
Flexural Beam Testing
23
Flexural Beam Testing Breakage Test
24
Flexural Beam Testing Fatigue Test
CAPTIF 4 - Modulus 1400MPa to 2000MPa
25
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Summary
  • Aim to provide a pavement by Repeat Load Triaxial
    testing that
  • Is economical
  • Improved performance/less risk (or eliminate
    risk) of failure/rutting when wet
  • Utilises local materials and uses overburden low
    cost materials
  • Flexural beam tests to design against cracking

28
PaveSpec Ltd (NZ) Dr Greg Arnold - Pavement
Specialist BENG (HONS), MTECH (PAVEMENTS), PHD
(UNIV OF NOTTINGHAM, UK)
Laboratory Office location c/- Stevenson
Laboratory Ltd Cnr Fitzgerald and Quarry
Rds RD2 Drury 2578 South Auckland, New Zealand
Phone 09 889 2817 Mobile 021 0323 117 Fax
09 984 8599 Email greg.arnold_at_pavespec.co.nz PO
Box 570 Drury 2247 New Zealand
www.RepeatedLoadTriaxial.com Proof testing
materials and design to achieve maximum pavement
performance at minimum cost
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