A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 Civ Eng (NY) v 2 n 5 May 1932 p 304-8 (discussion) n 7 and 10 July p 454 and Oct p 653-4)
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 Civ Eng (NY) v 2 n 5 May 1932 p 304-8 (discussion) n 7 and 10 July p 454 and Oct p 653-4)
Foundation methods involving piling
Contractors Assn -- Bul
Miller, R.M. (author)
1932
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Foundation methods involving piling
| Engineering Index Backfile | 1932
TIBKAT | 1962
| British Library Conference Proceedings | 2005