ANALYSIS OF LARGE SIZE REINFORCED SLOPES - Sobti, Jaskiran
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In this study, attempt was made to study the bearing capacity and settlement characteristics of a strip footing for unreinforced and reinforced slopes, with a numerical approach, using PLAXIS 2D Version 9.0 (R.B.J Brinkgreve and W.Broere) software. Optimization of finite element plain strain two-dimensional model was done for embedment, edge distance, geogrid length using the software PLAXIS. It was observed that the load settlement behaviour and ultimate bearing capacity of the footing can be considerably improved by the inclusion of a reinforcing layer at the appropriate location in the fill slope.…mehr

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Produktbeschreibung
In this study, attempt was made to study the bearing capacity and settlement characteristics of a strip footing for unreinforced and reinforced slopes, with a numerical approach, using PLAXIS 2D Version 9.0 (R.B.J Brinkgreve and W.Broere) software. Optimization of finite element plain strain two-dimensional model was done for embedment, edge distance, geogrid length using the software PLAXIS. It was observed that the load settlement behaviour and ultimate bearing capacity of the footing can be considerably improved by the inclusion of a reinforcing layer at the appropriate location in the fill slope.
Autorenporträt
I am working as an Assistant Professor in the Department of Civil Engineering at Guru Nanak Dev University, Amritsar, India. My areas of specialization include Geotechnical and Geoenvironmental Engineering-Design of Landfill Liners and Cover Systems, Ash Ponds-Slope Stability Analysis.