PREDICTION OF BENDING MOMENT OF A BATTER PILE IN SUBSIDING GROUND

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概要

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• Prediction of bending moments of a batter pile installed in subsiding clay ground is presented. The analysis is based on the assumption that loads acting on the upper part of a pile are similar to the case of a positive project conduit and the lower part of the pile behaves as an elastic beam on Winkler's model. The computed values are compared with the measured values on the prototype of piles tested in a clay ground. From the result obtained, it is concluded that the theoretical values are somewhat larger than the measured values. Diagrams with nondimensional parameters are prepared for designing of pile foundations.

• 社団法人地盤工学会の論文
• 1989-12-15

著者

• 沢口 正俊

  University of Tsukuba

関連論文

• PREDICTION OF BENDING MOMENT OF A BATTER PILE IN SUBSIDING GROUND
• MEASUREMENTS OF SHEAR STRAIN IN SOILS WITH NEW GAUGES

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