AN EXTENSION OF THE PASTERNAK FOUNDATION CONCEPT

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概要

• 論文の詳細を見る

• The Pasternak Foundation concept, a refinement of the Winkler Foundation theory, is briefly stated and its shortcomings pointed out. The concept is extended to take into account material nonlinearity and body forces using an analytical approach. The paper is concluded by an examination of the proposals of Meyerhof and Hanna regarding the behaviour of two layer soil systems.

• 社団法人地盤工学会の論文
• 1985-09-15

著者

• Poorooshasb H.b.

  Civil Engineering Concordia University

• PIETRUSZCZAK S.

  Department of Civil Engineering, McMaster University

• ASHTAKALA B.

  Civil Engineering, Concordia University

• Ashtakala B.

  Civil Engineering Concordia University

• Pietruszczak S

  Mcmaster Univ. Canada

関連論文

• UPLIFT OF RIGID VERTICAL PILES IN FROZEN SAND
• Uplift of Rigid Vertical Piles in Frozen Sand(土質工学会論文報告集Vol.23,No.1,1983掲載)
• PLASTIC-RIGID ANALYSIS OF VERTICAL PILES IN NORMALLY CONSOLIDATED CLAYS
• AN EXTENSION OF THE PASTERNAK FOUNDATION CONCEPT
• ONE GRAVITY MODEL TESTING
• STRESS-STRAIN CHARACTERISTICS OF SAND IN A PARTICLE-CRUSHING REGION
• ONE GRAVITY MODEL TESTING

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