According to the provisions of a contract you are preparing a bid for, 12 in square prestressed
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According to the provisions of a contract you are preparing a bid for, 12 in square prestressed concrete friction piles are to be driven to an ultimate capacity of 200 kips in a soft to medium clay deposit, assuming the soil unit weight is 100 pcf and the water table is at the surface. Capacity is to be verified by the Gates Formula and lengths are not specified. Select a tentative hammer types and size, justifying your choice. How long should the piles you furnish be? Describe problems you might encounter.
Related Book For
Taxation for Decision Makers 2019
ISBN: 9781119497288
9th edition
Authors: Shirley Dennis-Escoffier, Karen A. Fortin
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