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A PARAMETRIC STUDY OF THE BEHAVIOR OF GEOSYNTHETIC REINFORCED SOIL SLOPES
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نویسنده
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Qhaderi R. ,Vafaeian M. ,Hashemolhoseini H.
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منبع
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international journal of engineering - 2005 - دوره : 18 - شماره : 4 - صفحه:371 -389
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چکیده
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This paper presents the results of a nuolber of computations using the 20 fem toshow the effects of significant variables on the behavior of geosynthetically reinforcedearth slopes. ~rhe verification and reliability of the results are priolarily cxatnined throughcolnparisons with experimental data available. the results seem to be quite acceptable andcan be used with a high degree of reliability for predicting the relevant problelns.the inain variables studied are soil properties, slope geolnetry, and the properties ofreinforcement elements, while the safety factor, defonnation components~ effect ofgeotextile stiffness~ the shape and location of the slip surface are the tnain unknovnssought.
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کلیدواژه
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Reinforced earth slope ,Geosynthetic ,Effective parameters ,Safety factor
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آدرس
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isfahan university of technology, Department of Civil Engineering, ایران, isfahan university of technology, Department of Civil Engineering, ایران
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پست الکترونیکی
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hamidh@cc. iut. ac. ir
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Authors
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