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Publications tagged with [effective stress]
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Amini A.
,
Fellenius B. H.
et al.
The API alpha method gave good agreement with test shaft capacities in clay for the bored piles and under prediceted the capacities for the driven piles. The CPT and CPTu methods underestimated the shaft resistance by 35% to 60% for bored piles and more so ...
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
61st Canadian Geotechnical Conference, Edmonton, 2008
Fellenius B. H.
,
Santos J. A.
et al.
This paper describes the prediction of piles and drill shaft capacities based on static and dynamic tests of the ISC'2.
Filed under:
Soil Mechanics -
Deep Foundations
Reference:
"Canadian Geotechnical Journal, Vol. 44, No. 4., pp.201-220"
Procedure for estimating the effective stress hyperbolic stress - strain parameters for normaly consolidated clays from the results of consolidation and direct shear tests
Filed under:
Soil Mechanics -
Soil Behavior & Testing
Reference:
Geotechnical Testing Journal, GTJODJ, Vol 14, No 2, 1991 pp 146 - 156
