FINITE ELEMENT LIMIT ANALYSIS OF PASSIVE EARTH RESISTANCE IN COHESIONLESS SOILS

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概要

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• This note examines the classic passive earth resistance of cohesionless soil by using two newly developed numerical procedures based on finite element formulations of the bound theorems of limit analysis and non-linear programming techniques. Solutions using upper and lower bounds are presented to complement the previous studies of this problem. The parameters studied are soil-wall interface friction, wall inclination, backfill surface configuration and the wall's weight.

著者

• SHIAU JIM

  Faculty of Engineering and Surveying, University of Southern Queensland

• AUGARDE CHARLES

  School of Engineering, University of Durham

• LYAMIN ANDREI

  School of Engineering, University of Newcastle

• SLOAN SCOTT

  School of Engineering, University of Newcastle

• Sloan Scott

  School Of Engineering University Of Newcastle

• Shiau Jim

  Faculty Of Engineering And Surveying University Of Southern Queensland

• Lyamin Andrei

  School Of Engineering University Of Newcastle

• Augarde Charles

  School Of Engineering University Of Durham

関連論文

• FINITE ELEMENT LIMIT ANALYSIS OF PASSIVE EARTH RESISTANCE IN COHESIONLESS SOILS
• THE INFLUENCE OF BUILDING WEIGHT ON TUNNELLING-INDUCED GROUND AND BUILDING DEFORMATION(1)

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