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Keywords:
SHEFFIELD UNIVERSITY,
MOTT MACDONALD,
GEOCARYNTEC CONSULTANTS,
CLAYS,
SOFT,
EMBANKMENTS,
REINFORCED,
CONSTRUCTION,
SINGLE STAGE,
STABILITY,
GROUND,
REINFORCEMENT,
STRENGTH,
SUBSOIL,
LIMIT EQUILIBRIUM,
FAILURES,
MECHANICS,
PLASTICITY,
IDEALISATION,
NUMERICAL,
ANALYSIS,
DESIGN,
METHODS,
GEOSYNTHETICS,
UNDRAINED,
FINITE ELEMENTS,
BASES,
FILL,
SOLUTIONS,
PROFILES
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© Thomas Telford and ICE
1997
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