A 6.0 m cantilever retaining wall with a surcharge of 15 KPa on the level of backfill. Use the following values: soil weight = 18 KN/m3, concrete weight = 23.5 KN/m3, angle of internal friction of soil = 33 degrees, coefficient of sliding friction (concrete on soil) = 0.5, compressive strength of concrete = 21 MPa;, yield strength of steel = 414 MPa, allowable soil pressure = 250 kPa. SURCHARGE = 15 kPa 400 mm 6 m 1800 mm 600 mm 800 mm 600 mm ... 1.5 m
A 6.0 m cantilever retaining wall with a surcharge of 15 KPa on the level of backfill. Use the following values: soil weight = 18 KN/m3, concrete weight = 23.5 KN/m3, angle of internal friction of soil = 33 degrees, coefficient of sliding friction (concrete on soil) = 0.5, compressive strength of concrete = 21 MPa;, yield strength of steel = 414 MPa, allowable soil pressure = 250 kPa. SURCHARGE = 15 kPa 400 mm 6 m 1800 mm 600 mm 800 mm 600 mm ... 1.5 m
Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter17: Retaining Walls
Section: Chapter Questions
Problem 17.2P
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