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Several methods (e.g., Canadian Foundation Engineering Manual) are currently used to estimate pile capacity as a function of the pile geometry and the interface resistance of pile-soil for pile design.
A parametric study is presented with the aim to suggest the minimum number of boundary elements to guarantee the accuracy of a BEM solution, for typical pile soil relative stiffness values as a function of the pile diameter, the location of the interface of a two-layered soil and of the stiffness contrast.
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Distribution of pile bending moments in the group is found to be a function of the pile position and the excitation frequency.
Based on the results of the full-scale field pile load tests, the inner skin friction of the open-ended piles was proposed as a function of the IFR and pile diameter.
A bed of worms and organic residues was first prepared in a container and additional layers of organic residues were periodically placed over the pile, as a function of temperature, until the pile reached 50 cm.
Proposed design equation to compute the amount of p-multiplier (f m ) as a function of both pile spacing (c c) and pile diameter (D). .
Proposed design equation to compute the amount of p-multiplier (f m ) as a function of both pile spacing (c c) and pile diameter (D).
The predicted p-multiplier design curves is used to developed design equation to compute the amount of p-multiplier (f m ) as a function of both pile spacing (c c) and pile diameter (D) under pure lateral loads.
A design equation has also been developed according to the design p-multiplier curves to compute the amount of p-multiplier (f m ) as a function of both pile spacing (c c) and pile diameter (D).
Proposed design curve show p-multiplier values as a function of pile spacing.
The improvement includes: 1. Proposed design curve show p-multiplier values as a function of pile spacing.
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