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Advocates making foundation piling contracts flexible to permit construction engineer to select, from types available, piles best adapted to conditions found; characteristics of various types of piles; load distribution by bulb or pressure; effects of permeability of soil; static pile resistance in terms of dynamic loads; corrugated metal shells filled with concrete. (See also - (discussion) n 7 July p 454 and n 10 Oct p 653-4; Contractors Assn -- Bul v 23 n 6 June 1932 p 121-5 and 134)
Advocates making foundation piling contracts flexible to permit construction engineer to select, from types available, piles best adapted to conditions found; characteristics of various types of piles; load distribution by bulb or pressure; effects of permeability of soil; static pile resistance in terms of dynamic loads; corrugated metal shells filled with concrete. (See also - (discussion) n 7 July p 454 and n 10 Oct p 653-4; Contractors Assn -- Bul v 23 n 6 June 1932 p 121-5 and 134)
Foundation methods involving piling
Civ Eng (NY)
Miller, R.M. (author)
1932
5 pages
Article (Journal)
English
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Foundation methods involving piling
Engineering Index Backfile | 1932
|TIBKAT | 1962
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