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What is Retaining Wall Design Parameters Guide about?

A cantilever retaining wall must be designed with the following parameters: a soil surcharge of 200 kPa, concrete compressive strength of 21 MPa, rebar yield strength of 414 MPa, soil unit weight of 16 kN/m3, soil friction angle of 30 degrees, and fluid pressure of 4.7 kPa per meter of depth. The wall must have an embedment of 1.8 meters. The design should include rebar diameter, a scaled structural detail drawing, and consideration of fluid pressure effects per NSCP-2015 standards.

Author

Ruth Arabe Galati

Language

EN