CANTILEVER SHEET-PILE WALL MODELLED BY FRICTIONAL CONTACT

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概要

• 論文の詳細を見る

• This paper demonstrates the application of computational contact mechanics in geotechnical engineering. It first presents a general formulation of kinematic constraints for frictional contact and a general description of the associated numerical algorithms. These numerical algorithms are then used to analyse the stability of cantilever sheetpile walls. It is shown that the finite element method incorporated with the modelling capacity for frictional contact is indeed very useful in geotechnical analysis and can provide solutions to problems that are otherwise difficult to solve.

• 社団法人地盤工学会の論文

著者

• Sun De-an

  Department Of Civil Engineering Nagoya Institute Technology

• Matsuoka Hajime

  Department Of Civil Engineering Nagoya Institute Of Technology

• Matsuoka Hajime

  Department Of Civil Engineering Nagoya Institute Technology

• SHENG DAICHAO

  School of Engineering, University of Newcastle

• Sheng Daichao

  School Of Engineering

関連論文

• A THREE-DIMENSIONAL ELASTOPLASTIC MODEL FOR UNSATURATED COMPACTED SOILS WITH HYDRAULIC HYSTERESIS
• FINITE ELEMENT ANALYSIS OF ENLARGED END PILES USING FRICTIONAL CONTACT
• CANTILEVER SHEET-PILE WALL MODELLED BY FRICTIONAL CONTACT
• NEW EARTH REINFORCEMENT METHOD BY SOILBAGS ("DONOW")

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