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- W2033792080 abstract "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." @default.
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- W2033792080 date "1997-12-01" @default.
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- W2033792080 title "Stress-Confinement Effect of Nonwoven Geotextile on Design of Reinforced Soil Retaining Wall" @default.
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- W2033792080 doi "https://doi.org/10.3208/sandf.37.4_121" @default.
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