Question 1: Retaining Wall a) Calculate the overturning moment (ignore effects of passive pressure). b) Calculate...
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Question 1: Retaining Wall a) Calculate the overturning moment (ignore effects of passive pressure). b) Calculate the F.O.S against sliding (take passive pressure into account). NB: same soil type throughout 0.25 m •Coefficient of Soil Friction, : 30° •Unit Weight of Soil, y,: 18 kN/m3 •Unit Weight of Water, yw 10 kN/m3 •Unit Weight of Concrete, y: 25 kN/m³ *Surcharge, w: 12 kN/m2 *Ground Water Level: -1m from 0.00 level •Height of Surcharge, h: 0.8m •Height of Wall from toe: 2.25m v 10.0 LVL. y GWL -1.0m Water table (1m below fill) Z-14 LVL C0.25 m 1.5 m Question 1: Retaining Wall a) Calculate the overturning moment (ignore effects of passive pressure). b) Calculate the F.O.S against sliding (take passive pressure into account). NB: same soil type throughout 0.25 m •Coefficient of Soil Friction, : 30° •Unit Weight of Soil, y,: 18 kN/m3 •Unit Weight of Water, yw 10 kN/m3 •Unit Weight of Concrete, y: 25 kN/m³ *Surcharge, w: 12 kN/m2 *Ground Water Level: -1m from 0.00 level •Height of Surcharge, h: 0.8m •Height of Wall from toe: 2.25m v 10.0 LVL. y GWL -1.0m Water table (1m below fill) Z-14 LVL C0.25 m 1.5 m
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Related Book For
Business Law and the Legal Environment
ISBN: 978-1285860381
7th edition
Authors: Susan S. Samuelson, Jeffrey F. Beatty
Posted Date:
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