Excel formula for designing retaining wall. soil engineering.
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Design of shear wall as per ACi method
230 mm wall 1.2 m Owners site
Filled with murmur.
1.2 m
Ground level
Soil density – 2200 kg/cum ( since water sag-nets due to heavy rain ) Ø = 25 SBC of soil : 20 tonne/ sq m at 1.8 m depth
wall to be designed .
Neighbor site
Foundation cannot be in neighbor site. Compound wall to be designed as retaining wall for 80 feet length. To To be designed as individual footing and column with spacing 4 m c/c.
