PROBLEM 1 -Given the following sections 1+020 +0.90 +3.5 +0.55 1+080 d -1.85 -1.20 -0.42 Base for cut = 12 m, Sideslope for cut = 2:1 Base for fill = 12 m, Sideslope for fill = 1:1 Required: 1.Find the volume of excavation by end area method. 2.Compute the volume of fill by end area.
PROBLEM 1 -Given the following sections 1+020 +0.90 +3.5 +0.55 1+080 d -1.85 -1.20 -0.42 Base for cut = 12 m, Sideslope for cut = 2:1 Base for fill = 12 m, Sideslope for fill = 1:1 Required: 1.Find the volume of excavation by end area method. 2.Compute the volume of fill by end area.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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