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Results from compressometer tests show that mixtures in which ration of sand to stone are 1:1 and 1:1 1/2 are not to be recommended, but only mixtures with ratio of 1:2, properties of which are summarized. (Abstract.) (See also - discussion p 439-441)
Results from compressometer tests show that mixtures in which ration of sand to stone are 1:1 and 1:1 1/2 are not to be recommended, but only mixtures with ratio of 1:2, properties of which are summarized. (Abstract.) (See also - discussion p 439-441)
The modulus of elasticity on concrete
Concrete Constructional Eng
Lea, F.C. (author)
1921
5 pages
2 Figs.
Article (Journal)
English
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