FLEXIBLE PILES IN LAYERED SOIL UNDER ECCENTRIC AND INCLINED LOADS

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概要

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• The lateral soil pressures, bending moments, pile displacements at the ground surface, and the bearing capacity of instrumented vertical single flexible model piles in layered soil system consisting of soft clay overlying loose sand, under vertical eccentric and central inclined loads have been investigated. The results of these load tests are compared with theoretical estimates based on the concept of the effective embedment depth of equivalent rigid piles for ultimate and elastic cases. Reasonable agreement has been found between the observed and the predicted behaviour of flexible piles. The analyses are also compared with the results of some field case records.

• 社団法人地盤工学会の論文
• 1999-02-15

著者

• Meyerhof George

  Professor Emeritus Department Of Civil Engineering Technical University Of Nova Scotia Halifax N. S.

• Sastry Vankamamidi

  Professor Division Of Engineering Saint Mary's University Halifax N. S. Canada B3h 3c3

• Nageswara Vankamamidi

  Professor, Division of Engineering, Saint Mary's University, Halifax, N. S., Canada B3H 3C3, [Ph. No. (902) 420-5697, Fax No. (902) 420-5110]

関連論文

• FLEXIBLE PILES IN LAYERED SOIL UNDER ECCENTRIC AND INCLINED LOADS

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