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Tables for design of reinforced concrete cantilever, retaining walls
Paper is confined to walls between 5 ft and 27 ft 6 in. high of cantilevered reinforced concrete; use of tables is guided by step by step explanation and fundamental clauses; it is shown that choice of analysis depends on horizontal application of active pressure; active pressures are horizontal at their worst condition since in cohesionless soils undergoing vibration inclined pressures reduce to horizontal and in cohesive soils angle of internal friction is considered to be zero; in vibration free situations in cohesionless soils, horizontal component of inclined active pressure can be taken to be fluid pressure valve. (23670)
Tables for design of reinforced concrete cantilever, retaining walls
Paper is confined to walls between 5 ft and 27 ft 6 in. high of cantilevered reinforced concrete; use of tables is guided by step by step explanation and fundamental clauses; it is shown that choice of analysis depends on horizontal application of active pressure; active pressures are horizontal at their worst condition since in cohesionless soils undergoing vibration inclined pressures reduce to horizontal and in cohesive soils angle of internal friction is considered to be zero; in vibration free situations in cohesionless soils, horizontal component of inclined active pressure can be taken to be fluid pressure valve. (23670)
Tables for design of reinforced concrete cantilever, retaining walls
J Inst Highw Eng
White, G.T.J. (author)
1969
8 pages
Article (Journal)
English
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A Reliability-Based Design Optimization of Cantilever Reinforced Concrete Retaining Walls
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