8 Share - 24 - A A A EE- E E li Text Direction Align Text OFind A几1→0G (i Arrange Quick A Shape Fill Shape Outline BIUS#e AV- Aav . A - E EEE 三 。 Replace - Dictate a Convert to SmartArt Styles O Shape Effects > Select Design Ideas Font Paragraph Drawing Edting Voice Designer Problem 3 • Calculate the settlement if given additional pressure above the surface, Ao = 50 kN/m2. C is assumed 0.009(LL-10) AG = 50 kN/m2 Yary = 16.5 kN/m v Groundwater table 2.5 m Sand 4.5 m Sand Yut = 18.81 kN/m Clay Yat = 19.24 kN/m :Void ratio, e= 0.9 LL = 50 5m Sand +81% k to add notes 2Notes
8 Share - 24 - A A A EE- E E li Text Direction Align Text OFind A几1→0G (i Arrange Quick A Shape Fill Shape Outline BIUS#e AV- Aav . A - E EEE 三 。 Replace - Dictate a Convert to SmartArt Styles O Shape Effects > Select Design Ideas Font Paragraph Drawing Edting Voice Designer Problem 3 • Calculate the settlement if given additional pressure above the surface, Ao = 50 kN/m2. C is assumed 0.009(LL-10) AG = 50 kN/m2 Yary = 16.5 kN/m v Groundwater table 2.5 m Sand 4.5 m Sand Yut = 18.81 kN/m Clay Yat = 19.24 kN/m :Void ratio, e= 0.9 LL = 50 5m Sand +81% k to add notes 2Notes
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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