CANTILEVER RETAINING WALL, Civil Engineering

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NEED TO DESIGN A CANTILEVER RETAINING WALL 8M HIGH, SATURATED UNIT WEIGHT IS 16KN/M3, SURCHARGE IS 7KN/M2, LOAD ABOVE WALL SUPPORTED ON WALL STEM IS 10KN/M RUN, ANGLE IN INTERNAL FRICTION IS 35 DERGRE PHI, DELTA IN DEGREE IS 23.33, COHESION OF CLAY UNDER BASE IS 35KN/M2,SOIL PRESSURE IS 125KN/M2

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