EVALUATION OF INTERFACE SHEAR STRENGTH BETWEEN GEOSYNTHETICS UNDER WET CONDITION

SOILS AND FOUNDATIONS

M. W. SEO¹  I. J. PARK²  J. B. PARK³ 

[1] Korea Institute of Water and Environment, Korea Water Resources Corporation;Department of Civil Engineering, Hanseo University;School of Civil, Urban & Geosystem Engineering, Seoul National University

关键词: GCL;    geosynthetic;    hydration;    interface shear strength;    landfill;    wet condition;    (IGC: H11/M9);   

DOI  :  10.3208/sandf.47.845

学科分类：建筑学

来源: Japanese Geotechnical Society / Jiban Kogakkai

【 摘 要 】

References(33)This paper presents direct shear testing data for interfaces between a nonwoven geotextile or two types of geosynthetic clay liners (GCL) (reinforced and unreinforced) and two types of geomembranes (smooth and textured). In this study, the effect of moisture on interface shear behavior was investigated by performing shear tests in both dry and wet (or hydrated) conditions because the geosynthetic interfaces in a landfill are easily exposed to rain, leachate and groundwater beneath the liners. The degree of strength reduction with increasing displacement and the effect of the normal stress level on friction angles were examined, and the modified hydration method applied for the GCL was also validated. The test results showed that the normal stress level, interface water presence and hydration methods dominated the interface shear strength and behavior. The relationship between the peak secant friction angle and the normal stress demonstrated that the friction angle decreased with increasing normal stress, implying that the shear strength for safe design should be determined by using the maximum value of the normal stress applied in landfills. Finally, comparisons with a few published test results were presented and some design implications for the geosynthetic-installed landfills were discussed.

【 授权许可】

Unknown