Pile Foundations And Pile Driving Formulae

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Pile Foundations And Pile Driving Formulae
United States. Army. Corps of Engineers
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As soon as a sufficient number of piles in this area are driven and loaded, they will do the same, and additional piles are useless. In such a case the economical intervals for piles could only be found by experience. " I submit herewith Mr. Roy's table of experiments : A table of experiments on the compressibility of soil of New Or- leans, La. , made by Mr. John Roy, in the years 1851 and 1852.
I Size of bearing, in square inches.
Weight ' S~-3 in pounds, ^ y applied. & 1 o Z | ST. - C c/2 |8B
... n. U u ifljj I xx y

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