Cements Mortars And Concretes Their Physical Properties

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Cements Mortars And Concretes Their Physical Properties
Myron S Myron Samuel Falk
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COMPRESSIVE STRENGTH OF NEAT DYCKERHOFF CEMENT.
Size of Specimen Crushing Load in Lbs. Per Sq. In.
Average Modulus of Elasticity in Lbs. Per Sq. In.
I In 2 3 4 5 6 7 8 9 10 II 12 4x 4x 4x 8x 8 x 8x 8x 8x 12 x 12 x 12 x 12 x ch Cu 4x I 4x2 4x3 8x2 8x3 8x4 8x5 8x6 12 x 2 12 x 4 12x6 12x8 be 5896 7094 5937 4847 4610 4283 4987 5007 4754 4761 5374 5291 1 647 1 6370 6003 10664 7186 5952 6019 5771 1 Tested in built-up I piers, set dry. Re- f suits not compara- 1 ble.
1, 358, 774 1, 421, 111 1, 510, 41
...6 1, 703, 877 1, 635, 107 limit, although not a precise one, below which the stress-strain relation may be expressed by a constant.
General Q. A. Gillmore treats very extensively of the com- pressive resistance and elasticity of Portland and natural cement mixtures in his book, "Notes on the Compressive Resistance of Free Stone, " etc. , published in 1888. The accuracy of the tests appears to be insured, since they were all made at the Water- town Arsenal.
106 COMPRESSIVE PROPERTIES. [Ch. VI.
In the case of the neat cement experiments, abstracted in Table III.


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