O-cell testing and FE analysis of 28-m-deep barrette in Manila, Philippines

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 125, Issue 7, 1999, Pages 566-575

  Fellenius, Bengt H ^a   Altaee, Ameir ^a   Kulesza, Richard ^b   Hayes, Jack ^c  

^a Urkkada Technology Ltd   (Canada)

^b BECHTEL CORPORATION   (United States)

^c LOADTEST Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; FINITE ELEMENT METHOD; FOUNDATIONS; SHEAR DEFORMATION; STRESS CONCENTRATION;

BARRETTES; GUADALUPE TUFF FORMATION; OSTERBERG CELL METHOD; PHILIPPINES;

LOAD TESTING;

DYNAMIC RESPONSE; EXCAVATION; FOUNDATION; LOADING TEST; MULTISTOREY BUILDING; STRUCTURAL RESPONSE;

PHILIPPINES;

EID: 0032803767     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1999)125:7(566)     Document Type: Article

References (9)

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3. Altaee, A., and Fellenius, B. H. (1994b). "Modeling the performance of the Molipaq." Can. Geotech. J., Ottawa, 31(5), 649-660.
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8. Fellenius B. H. (1996). Basics of foundation design. BiTech Publishers, Richmond. BC, Canada, 134.
9. Osterberg, J. O. (1998). "The Osterberg load test method for bored and driven piles. The first ten years." Proc., 7th Int. Conf. and Exhibition on Piling and Deep Foundations. Vienna, Austria, June 15-17, Deep Foundation Institute, Englewood Cliffs, N.J., 1.28.1-1.28.11.