SIMPLIFIED CALCULATION OF EMBANKMENT DEFORMATIONS

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概要

• 論文の詳細を見る

• A simple method is described for obtaining the observed displacements during incremental construction of an embankment from the 'single-lift' displacements given by conventional elastic theory. This method requires no specialized techniques or computational methods. A number of solutions are presented for the displacements and stresses within a homogeneous embankment resting on a rough rigid base, and the application of these solutions to practical problems involving non-homogeneous embankments and consolidation movements is discussed. For a rockfill embankment comparisons between predicted settlements, observed values and values predicted from a finite element analysis suggest that the proposed simple method is useful for obtaining rapid estimates of embankment deformations.

• 社団法人地盤工学会の論文
• 1972-12-15

著者

• POULOS H.G.

  University of Sydney

• BOOKER J.R.

  University of Sydney

• RING G.J.

  University of Sydney

関連論文

• SIMPLIFIED CALCULATION OF EMBANKMENT DEFORMATIONS
• FINITE ELEMENT ANALYSIS OF THE COUPLED HEAT FLOW AND CONSOLIDATION AROUND HOT BURIED OBJECTS

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