aggregate blending -...
TRANSCRIPT
Aggregate Blending
Thursday February 22, 2018
Concrete
Cementitous
water & admixtures
GLUE!
Typical Components of Concrete
Fine aggregate
25%
coarse aggregate
45%
water & admixtures
15%
Cementitous
10%
air 5%
Characteristics of Aggregates• Gradation
• Specific Gravity
• Moisture Content
• Strength
• Freeze-thaw resistance
Cost & Availability
Curling/Warping
A Little Science
(Just a little, I promise)
Concrete water content vs. ultimate shrinkage
8
The Move to Larger Aggregate
• Many engineers are looking to use
– concrete with larger aggregates
– More aggregate in the mixture
Aggregates grading and size
effects A mixture of particle
sizes is more
efficient at filling
void space than all
particles of any one
size.
Larger maximum
sizes also help
graded aggregates
fill volume more
effectively.
Cubic Yard
3’
3’
3’
Volume =27cf Surface Area = 162 Sf
CUBIC YARD
3’
3’
3’
Volume = 27 cf Surface Area = 54 sf
Effects of aggregate grading on mixture paste fraction
Tools for analyzing combined aggregate grading
Coarseness Factor Chart
ACI 302
Individual Percent Retained
8-18
0%
2%
4%
6%
8%
10%
12%
14%
16%
18%
20%
22%
24%
26%
28%
30%
2" 1.5" 1" 3/4" 1/2" 3/8" #4 #8 #16 #30 #50 #100 #200
ASTM Standard Sieve Size
Combined % Retained
Original Revised
0.45 Power Curve
1.5
"
1"
3/4
"
1/2
"
3/8
"
#4
#8
#16
#30
#50
#100
#200
0.0%
10.0%
20.0%
30.0%
40.0%
50.0%
60.0%
70.0%
80.0%
90.0%
100.0%
ASTM Standard Sieve Size
0.45 Power Curve
Orig
Rev
0.45 Power Curve
Perc
ent P
assin
g
Oklahoma State University
8-18
0%
2%
4%
6%
8%
10%
12%
14%
16%
18%
20%
22%
24%
26%
28%
30%
2" 1.5" 1" 3/4" 1/2" 3/8" #4 #8 #16 #30 #50 #100 #200
ASTM Standard Sieve Size
Combined % Retained
Original Revised
0%
2%
4%
6%
8%
10%
12%
14%
16%
18%
20%
22%
24%
26%
28%
30%
2" 1.5" 1" 3/4" 1/2" 3/8" #4 #8 #16 #30 #50 #100 #200
ASTM Standard Sieve Size
Combined % Retained
Original Revised
Tools to Assist
• Shilestone Software
• Compass
• www.trantulacurve.com
• Make your own spreadsheet?
• But… Math is based on volume, not weight
Issues
CRT’s Opinion
• Larger top size
– Approximately 5% retained on the 1”
• Of all aggregates, not just the coarse
• Better graded
– No holes
Example
• The process works
• Example