Material Parameters Used in Design of Oeosynthetic Reinforced Soil Structures

RR Berg; JG Collin

doi:10.1520/STP24319S

SYMPOSIA PAPER Published: 01 January 1993

STP24319S

Material Parameters Used in Design of Oeosynthetic Reinforced Soil Structures

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Limit equilibrium design of reinforced soil structures requires input of several material parameters. Properties required for design and status of standardized test methods and procedures by ASTM for definition of these properties are summarized. Results of a limited parametric study investigating effect of small variances (i.e., 10%) in material property values on design of reinforced soil structures are presented. Small variations in both soil friction angle and direct shear coefficient between soil and geosynthetic reinforcement have an economically significant impact on the design of reinforced walls and slopes, for the cases examined.

Author Information

Berg, RR

, Woodbury, MN

Collin, JG

Tensar Earth Technologies, Morrow, GA

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Details

Developed by Committee: D35

Pages: 152–162

DOI: 10.1520/STP24319S

ISBN-EB: 978-0-8031-5242-7

ISBN-13: 978-0-8031-1885-0

Material Parameters Used in Design of Oeosynthetic Reinforced Soil Structures

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