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Performance of Geotextile-reinforced Soil Slopes at Failure

Jorge G. ZornbergNicholas SitarJames Kenneth Mitchell

其他書名	A Centrifuge Study
出版	University of California, Department of Civil and Environmental Engineering, 1995
URL	http://books.google.com.hk/books?id=V_nZERvkujIC&hl=&source=gbs_api

註釋A centrifuge study of geotextile-reinforced slopes was performed to identify the failure mechanisms and to verify the ability of limit equilibrium methods to predict failure. The variables considered in the study were reinforcement spacing, reinforcement tensile strength, and soil strength. Analyses of model slopes built with the same backfill gave a single normalized Reinforcement Tension Summation, which can be interpreted as the earth pressure coefficient that depends only on soil strength and slope inclination.