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Using Coulomb theory Active pressure coefficient for retained material Ka = sin( + ')2 / (sin( )2 sin( - ) [1 + Design of reinforced concrete retaining wall toe (BS 8002:1994) Material properties Characteristic strength of concrete fcu = 40 N/mm2 Job Number49 ...
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Where using R-value compliance method, a thermal spacer block shall be provided, otherwise use the U-factor compliance method in Table C402.1.4. R-5.7ci is allowed to be substituted with concrete block walls complying with ASTM C90, ungrouted or partially