Concrete Design

12
CEE300/TAM324 Aggregates and concrete Aggregates Understand and interpret important physical properties Concrete and cement Understand concrete as a composite material Understand the fundamental concepts about portland cement cement From last lecture: * Aggregates are granular particulates, working together as a group * For civil engineering applications, aggregates are normally comprised of naturally occurring rocks and common minerals (silicates, aluminates, carbonates, etc.): ceramics * Hardness, strength, chemical stability and gradation are important properties

description

Elementary Concrete Design

Transcript of Concrete Design

Page 1: Concrete Design

CEE300/TAM324Aggregates and concrete

Aggregates

Understand and interpret important physical properties

Concrete and cement

Understand concrete as a composite material

Understand the fundamental concepts about portland

cement cementFrom last lecture:* Aggregates are granular particulates, working together

as a group* For civil engineering applications, aggregates are normally

comprised of naturally occurring rocks and common minerals (silicates, aluminates, carbonates, etc.): ceramics

* Hardness, strength, chemical stability and gradation are important properties

Page 2: Concrete Design

Rock types - Igneous Formed on cooling of lava

(melted rock)

Mainly quartz, feldspar, pyroxene,

silica glass

Extrusive versus intrusive

effect?

Rock examples– Granite (intrusive)

– Diorite (intrusive)

– Rhyolite (extrusive)

– Basalt (extrusive)

Page 3: Concrete Design

Rock types - Sedimentary

Formed by weathering of existing rocks

Deposition: mechanical or chemical Consolidation: physical or chemical

Mainly quartz, calcite, clay

Rock examples- Gravel, sand, silt, clay (mechanical

deposition, physical consolidation)- Sandstone, shale (mechanical deposition, chemical consolidation)- Limestone (chemical deposition,

chemical consolidation)

Often laminar, usually weak and porous

Page 4: Concrete Design

Rock types - Metamorphic

Formed by alteration (pressure and temperature) of existing rock

Mainly quartz, calcite, mica, feldspar, pyroxene

Rock examples– Marble (metamorphosed

limestone)– Slate (low-pressure

metamorphosedshale)

– Phyllite, schist, gneiss (high- pressure metamorphosed shale)

– Quartzite (metamorphosedsandstone)

Often laminar, usually dense and strong

Page 5: Concrete Design

Recall gradation curves

50 mm

Size (log)

% p

assi

ng

0.15 mm

100

0

Lack of particles within this size range

Well graded

(combined coarse and fine aggs)

Uniformly graded

Gap graded

Page 6: Concrete Design

Aggregate particle shape

(Gravel and natural sand)Increasing water demand and compaction effort

(Crushed stone & manufactured sand)

Aggregate surface texture also has an effect on bond and water demand“glassy” to “rough”

Page 7: Concrete Design

Physical properties ofaggregatesStrength

Aggregates should not be weaker than design load or the strength of strength of concrete

Generally not a problem:Crushing strength of aggs = 100 to 200+ MPa

Compressive strength of concrete = 25 to 50 MPa

Porosity

The nature and amount of pores and voids affect certain properties

Impermeable pores (Vi)

Solid (Vs)

Absorption

Moisture content

Specific gravity

Density of a single aggregate piece!

Used in mix design computations

Permeable pores (Vp)

Expressed as a ratio of density of solid to that of water (1000 kg/m3)

Page 8: Concrete Design

Pores, voids and moisture absorption

drySaturated surface-dry(permeable pores wet)

wet

pore

void

Draws in water

Gives out water

Page 9: Concrete Design

Inter-relation between gradation, voids and bulk density

Containers with volume

V

Uniformly graded Well graded

* High void content within aggregate sample.

* Lower bulk density of sample (m1/V)

m1 mass of

agg. sample

m2

* Lower void content within aggregate sample.

* Higher bulk density of sample (m2/V)

“Density” of the entire aggregate sample (many pieces), as opposed to specific gravity of a single piece

Void content = volume of voids (non-solids) / total volume

Page 10: Concrete Design

What is concrete?Graded mineralaggregates serve as inert and stable filler for cement matrix

The cement “paste” matrix is a mixture portland cement (pc) and water

Chemical or mineral admixtures may be added to obtain needed properties

Constituents:

Cement paste (22-30% by vol.)

Aggregate* (70% by vol.)

air (1-8% by vol.)other

Page 11: Concrete Design

A view inside pc concrete

PC concrete made with siliceous rounded gravel

PC concrete made with crushed limestone

How are these two materials different?

Page 12: Concrete Design

Concrete as a composite material

strength permeability

shrinkage creep

Properties of concrete

Properties ofcement matrix

Thus cement properties are important!

Portland cement -- definitioncement: cohesive or adhesive material that bonds fragments together

inorganic cements: typically comprised of mineral oxides

hydraulic cements: set and harden, even under water, by virtue of a chemical reaction with water (hydration)

portland cement