Pseudo-static seismic analysis of reinforced soil wall—Effect of oblique displacement

Author:

Narasimha Reddy G.V.,Madhav M.R.,Saibaba Reddy E.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,General Materials Science,Civil and Structural Engineering

Reference30 articles.

1. Effect of particle size on the mechanical behaviour of sand-geotextile composites;Athanasopoulos;Geotextiles and Geomembranes,1993

2. Pseudo-static seismic stability analysis of geosynthetic reinforced soil retaining walls;Basha;Indian Geotechnical Journal,2005

3. Localised mobilisation of reinforcement force and its direction at the vicinity of failure surface;Bergado;Geotextiles and Geomembranes,2000

4. CEN (European Committee for Standardization) 1994. Eurocode 8: design provisions for earthquake resistance of structures. Part 1-1: General rules—seismic actions and general requirements for structures (ENV-1998-1-1); Part 5: foundations, retaining structures and geotechnical aspects (ENV-1998-5).

5. Facing contribution to seismic response of reduced-scale reinforced soil walls;El-Emam;Geosynthetics International,2005

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