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  • Users: msh69
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  1. msh69

    max steel ratio in piled retaining walls

    Hi everybody, What is the max. allowable steel ratio to be specified in piled retaining walls? Thanks in advance
  2. msh69

    How much reduction is to be expected in active earth pressure

    Hi everybody, Cut and cover construction. Excavation is supported by contiguous piles and anchors. I'd like to know whether the active earth pressure acting against the basement wall can be decreased or disregarded in structural design. Thanks in advance.
  3. msh69

    how to design a beam modelled as shell elements

    Hi everybody, the statement of the problem: cut and cover metro station (3.5m below the ground level) top and bottom slabs are 90cm thick, outer shear walls are 70cm thick, inner shear walls are 30cm thick. dimensions are approx. 26m x 23m from axis to axis (1 part of a total station) It has...

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