STRESS-CONFINEMENT EFFECT OF NONWOVEN GEOTEXTILE ON DESIGN OF REINFORCED SOIL RETAINING WALL

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概要

• 論文の詳細を見る

• The design implication of stress-confinement effect of nonwoven geotextile is addressed. The unconfined and confined strengths of a selected needle-punched nonwoven geotextile are used to conduct a comparative design of a granular soil retaining wall based on a limit equilibrium approach. A higher wall may be allowed when considering the confined strength as compared to the unconfined strength. For a selected wall height, confined strength allows for fewer geotextile layers when compared to that designed using unconfined strength. It is recommended that stress-confinement test procedure should be standardized so that confinement effect of some nonwoven geotextiles may be incorporated into an individual wall design procedure.

• 社団法人地盤工学会の論文
• 1997-12-15

著者

• 龍岡 文夫

  Dept. Of Civil Engineering University Of Tokyo

• Leshchinsky Dov

  Ditto.

• LING HOEI.

  Dept. of Civil and Environmental Engineering, University of Delaware

• Ling H

  Dept. Of Civil And Environmental Engineering University Of Delaware

• Ling Hoe

  Dept. of Civil and Environmental Engineering, University of Delaware

関連論文

• STRESS-CONFINEMENT EFFECT OF NONWOVEN GEOTEXTILE ON DESIGN OF REINFORCED SOIL RETAINING WALL
• AGEING AND VISCOUS EFFECTS ON THE DEFORMATION AND STRENGTH CHARACTERISTICS OF CEMENT-MIXED GRAVELLY SOIL IN TRIAXIAL COMPRESSION
• THE SMALL STRAIN STIFFNESS OF A CARBONATE STIFF CLAY

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