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Aggregates, Cement and Concrete MSE 220 Spring, 2009
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Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Dec 17, 2015

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Page 1: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Aggregates, Cement and Concrete

MSE 220

Spring, 2009

Page 2: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Rocks come in three types:

Igneous – “fire rock” from lava, e.g., granite or obsidian

Sedimentary – compacted sediment, e.g., limestone (dead creatures),

sandstone

Metamorphic – Igneous or sedimentary rock transformed under heat and

pressure, e.g., slate, marble

Page 3: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Rocks are porous, and can absorb moisture.

Oven dry: pores free of moisture

Air dry: pores mostly free of moisture

Saturated: all pores contain moisture, but none at surface

Wet: surface moisture and saturated

Page 4: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Packing improves with mixed sizes of aggregate

Moisture causes fine aggregates to swell more than coarse aggregate

Page 5: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Sieve Analysis

Sieve analysis gives the percent of aggregate in each pan, as well as the running total percent

The “percent coarser than” for all full sieves is summed and divided by 100 to give the “fineness modulus”. The fineness modulus tells us the location of the average aggregate size, in number of pans from the bottom.

The size of the openings in a pan are usually ½ that of the preceding pan. This is a “full sieve”. If the pan has a mesh that is larger than ½ the size of the preceding pan, it is a “half sieve”.

Page 6: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Particle Size Distribution Curves

Particle Size Distribution curves plot the “percentage coarser than” of aggregate versus the log of the sieve size.

A smooth curve means a uniform gradation.

A step in the curve (b) means an aggregate size is missing, while

an abrupt drop (c) means a bimodal distribution

Page 7: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Grading Requirements

The percentage, or amount of each size of aggregate must fall within certain upper and lower limits depending upon the application

Page 8: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Concrete requires more coarse aggregate than mortar

Page 9: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Grading requirements concrete construction,

road and bridge construction, and

various types of sand

Codes also dictate the maximum size of the aggregate, based on the application.

Beams: max aggregate = 1/5 narrowest beam section

Slabs: 1/3 thickness

Rebar: ¾ minimum distance between bars

Page 10: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Ingredients for making Mortar, Grout and Concrete

Page 11: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Hydraulic cements can cure in water – Nonhydraulic cements cannot

Sources for the raw materials for making cement

Page 12: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Cement is made up of Calcium Oxide (CaO), or lime), Silicon Dioxide (SiO2) and Alumina (Al2O3), with a minor amount of Iron

Cement can be tailored to a specific application by controlling the amount of each constituent compound

Page 13: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Volumetric proportions of constituent materials in

concrete

Page 14: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Rate of strength development in concrete

For best strength, the ratio of water to cement (w/c) should be kept as low as possible, and cement should be kept moist while curing

Page 15: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Effect of Curing Temperature on Concrete Compressive Strength

Strength increases with increased temperature – up to a point

Page 16: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

The more “cement rich” the concrete, the stronger it becomes

Page 17: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Maintaining the proper ratios of coarse-to-fine aggregate is key to

maximize concrete strength

Page 18: Aggregates, Cement and Concrete MSE 220 Spring, 2009.
Page 19: Aggregates, Cement and Concrete MSE 220 Spring, 2009.
Page 20: Aggregates, Cement and Concrete MSE 220 Spring, 2009.

Concrete is often tested in 3-pt bending, as well as

compression

Page 21: Aggregates, Cement and Concrete MSE 220 Spring, 2009.
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