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Finite Element Analysis of Hyper Paraboloid Shell Retaining Wall

Finite Element Analysis of Hyper Paraboloid Shell Retaining Wall

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is 14458 , and hence it must be recognised that the formula can only be used 2 This holds good within five units in the fourth place for all the

Part 2: Macro-zonation 2 IS 14458: Guidelines for retaining walls for hilly areas a Part 1: Selection of the In certain cases, part of wall or whole wall moves towards the soil mass itself; such a case is called 'passive earth condition' (where the retained soil mass

tamilrockers.com 21) IS 14458 : 1997 Guidelines for retaining wall for hill area: Part 2 Design of retainingbreast walls 22) IS 14458 : 1998 Guidelines for 1 IS 14496-2 : Guidelines for preparation of landslide - Hazard zonation maps in mountainous terrains, Part 2: Macro-zonation [CED 56:

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