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International Journal of Geosynthetics and Ground Engineering

Erschienen in:

01.09.2015 | Original Article

Seismic Stability Analysis of Reinforced Soil Wall Using Horizontal Slice Method

verfasst von: Vinay Kumar Chandaluri, V. A. Sawant, S. K. Shukla

Erschienen in: International Journal of Geosynthetics and Ground Engineering | Ausgabe 3/2015

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Abstract

The seismic stability of a reinforced soil wall has been analyzed using the horizontal slice method considering the pseudo-static seismic forces. The effect of various parameters including wall inclination angle, angle of internal friction of soil, horizontal seismic loading, cohesion of the backfill and surcharge loading has been examined. It is found that the stability of a reinforced soil wall is largely affected by the horizontal seismic forces. The tensile resistance which has to be mobilized by the reinforcement to maintain the stability of wall, increases with an increase in surcharge, horizontal seismic forces, whereas the same decreases with an increase in the cohesion of soil. The normalized geosynthetic tensile reinforcement force is used for comparing the effect of different parameters.

Vorheriger Artikel Measured Performance and Stability Analysis of Large-Scale Reinforced Model Embankments at Different Moisture Contents

Nächster Artikel Effects of Degradation on Geotechnical Properties of Municipal Solid Waste from Orchard Hills Landfill, USA

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Titel: Seismic Stability Analysis of Reinforced Soil Wall Using Horizontal Slice Method
verfasst von: Vinay Kumar Chandaluri
V. A. Sawant
S. K. Shukla
Publikationsdatum: 01.09.2015
Verlag: Springer International Publishing
Erschienen in: International Journal of Geosynthetics and Ground Engineering / Ausgabe 3/2015
Print ISSN: 2199-9260
Elektronische ISSN: 2199-9279
DOI: https://doi.org/10.1007/s40891-015-0025-3

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