Some loading tests on long pipe piles

Geotechnique

Volumn 20, Issue 2, 1970, Pages 171-184

  McCammon, N R ^a   Golder, H Q ^a  

^a Brawner & Associates Ltd ^*  (Canada)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0037872568     PISSN: 00168505     EISSN: 17517656     Source Type: Journal    
DOI: 10.1680/geot.1970.20.2.171     Document Type: Article

References (7)

1. Meyerhof, G. G. (1951). The ultimate bearing capacity of foundations. Géotechnique 2, 301-332.
2. Meyerhof, G. G. (1956). Penetration tests and bearing capacity of cohesionless soils. J. Soil Med. Fdns Div. Am. Soc. civ. Engrs 82, SM1, January.
3. Meyerhof, G. G. (1963). Some recent research on the bearing capacity of foundations. Calz. Geotech. J. 1, No. 1, September, 16-26.
4. Skempton, A. W. (1951). The bearing capacity of clay. Building Research Congress, Division 1, London.
5. Soderman, L. G. & Milligan, V. (1961). Capacity of friction piles in varved clay increased by electroosmosis. Proc. 5th Int. Colzf. Soil Mech., Paris 2, 143-147.
6. Terzaghi, K. & Peck, R. B. (1967). Soil mechanics in engineering practice, 2nd ed. New York: John Wiley.
7. Woodwad, R. J., Lundgren R. & Boitano, J. D., Jr. (1961). Pile loading tests in stiff clays. Proc. 5th Int. Conf. Soil Mech., Paris 2, 177-184.