Effect of Pile Spacing on Pile Behavior Under Dynamic Loads
Abstract eng: This study presents an investigation of the interaction effect of pile spacing effect under transient dynamic loadings. Analyses are carried for non homogeneous soils. The hybrid boundary element formulation is used to represent boundary integral representation of soil domain and pile equations represented by linear structural components. To observe the pile spacing effect on responses of group, a two pile groups is analyzed under triangular axial and lateral pulse loads for homogeneous and Gibson soils, respectively. The analysis is done for pile space diameter ratio of 3,5,7 and 10. Results for axial and lateral modes in nondimensional forms are presented for homogeneous soils and for Gibson soils.
Contributors:
Conference Title:
Conference Title:
14th World Conference on Earthquake Engineering
Conference Venue:
Bejing (CN)
Conference Dates:
2008-10-12 / 2008-10-17
Rights:
Text je chráněný podle autorského zákona č. 121/2000 Sb.
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Record created 2014-12-05, last modified 2014-12-05
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