Increase of bearing capacity of short piles with time
Soil Mechanics
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Keywords
Civil Engineer Structural Foundation Hydraulic Engineer Short Pilis
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Literature cited
- 1.A. A. Bartolomei, Experience with the Application of Pile Foundations in the City of Perm', and Methods Used for Their Economic Design [in Russian]; Papers of Conference Seminar on Exchange of Design and Constructional Experience in Pile Foundations (1966).Google Scholar
- 2.B. V. Bakholdin and S. I. Borodavchenko, Determination of Pile Bearing Capacity from Data Yielded by Their Supplementary Driving by Diesel Hammers, ibid.Google Scholar
- 3.I. V. Finaev, Increase of Bearing Capacity of Driven Piles with Time, ibid.Google Scholar
- 4.G. F. Novozhilov, "Increase of bearing capacity of single piles," Osnovaniya, Fundamenty, i Mekhan. Gruntov, No. 2 (1966).Google Scholar
- 5.A. E. Radugin, "Investigation of effect of ‘resting’ piles, on their bearing capacity," Osnovaniya, Fundamenty, i Mekhan. Gruntov, No. 6 (1966).Google Scholar
- 6.V. F. Yares'ko, et al., Progressive Thin-Walled Broad-Vaned Piles [in Russian], Perm' (1965).Google Scholar
- 7.H. Seed and L. Rees, "The action of soft clay along friction piles," Proc. ASCE,81 (1955).Google Scholar
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© Consultants Bureau 1969