Mix Design Basics CIVL 3137 1 Mix Design Goals adequate - - PowerPoint PPT Presentation

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Mix Design Basics CIVL 3137 1 Mix Design Goals adequate - - PowerPoint PPT Presentation

Mix Design Basics CIVL 3137 1 Mix Design Goals adequate workability adequate strength adequate durability minimum cost CIVL 3137 2 Cost of Materials crushed stone = $ 12/ton concrete sand = $ 9/ton Type I cement = $126/ton Minimum


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Mix Design Basics

CIVL 3137 1

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CIVL 3137 2

Mix Design Goals

adequate workability adequate strength adequate durability minimum cost

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CIVL 3137 3

Cost of Materials

crushed stone = $ 12/ton concrete sand = $ 9/ton Type I cement = $126/ton Minimum Cost = Minimum Cement

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CIVL 3137 6

Minimizing Cost Cement

minimize the void space between aggregate particles that must be filled with cement paste minimize the surface area of the aggregate particles that must be coated with cement paste

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CIVL 3137 7

Minimizing Void Space

Void content = 48% Void content = 41% Use a gravel-sand blend with a dense gradation to minimize the void content of the aggregate

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CIVL 3137 8

Minimizing Surface Area

surface area = 11 ft2 surface area = 22 ft2

10"

Use the largest NMAS you are allowed to in order to minimize the surface area per cubic yard of concrete

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CIVL 3137 9

Minimizing Surface Area

surface area = 6.0 ft2/ft3 surface area = 4.8 ft2/ft3 Use gravel instead of crushed stone if possible because it has a lower surface area per unit volume occupied

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Obtaining Adequate Workability

To obtain good workability, you need enough mortar to fill the voids between the gravel particles, enough cement paste to fill the voids between sand particles, and enough water to both hydrate and lubricate the cement particles. The main goal of the ACI mix design method is to get the relative volume proportions of the ingredients right in order to ensured good workability.

CIVL 3137 11

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CIVL 3137 12

Obtaining Adequate Workability

mortar gravel

Need enough mortar to keep all the gravel particles apart.

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CIVL 3137 13

Obtaining Adequate Workability

mortar gravel cement paste sand

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CIVL 3137 14

Obtaining Adequate Workability

cement paste sand

Need enough cement paste to keep all the sand grains apart

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CIVL 3137 15

Obtaining Adequate Workability

cement paste sand water cement

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CIVL 3137 16

Obtaining Adequate Workability

water cement

Need enough mixing water to lubricate all the cement grains

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CIVL 3137 17

Obtaining Adequate Workability

water cement

Air entrainment adds lubrication without adding additional water

air bubble

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Obtaining Adequate Strength

CIVL 3137 18

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CIVL 3137 19

Water-Cement Ratio

Water Cement 0% Hydration 100% Hydration Hydration Products Water Air

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CIVL 3137 21

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Obtaining Adequate Strength

If the structural engineer designs a beam based

  • n a concrete strength of 4500 psi, you have

to design your concrete mix to have a strength much higher than that.

CIVL 3137 22

WHY?

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CIVL 3137 23

 4500psi

c

f

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CIVL 3137 24

 4500psi

c

f

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CIVL 3137 25

 4500psi

c

f   5700psi

cr

f

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Overdesign Factors

CIVL 3137 28

Required Average Compressive Strength When Data Are Not Available to Establish a Standard Deviation

Adapted from ASTM C94