b) Jabatan Kerja Raya (JKR) intent to upgrade the road from Rawang to Bestari Jaya. A cut slope has been proposed to widen the existing road as shown in Figure Q3. Based on the JKR requirement, Factor of Safety (FS) for the cut slope should be more than 1.3. Check whether the FS for proposed cut slope meet the JKR requirement. Suggest the solution if the FS not meet. Cutting area y = 19.0 kN/m c'= 12 kN/m? Ø'= 20° 6m 60° Figure Q3: Cross Section for the Proposed Cut Slope
b) Jabatan Kerja Raya (JKR) intent to upgrade the road from Rawang to Bestari Jaya. A cut slope has been proposed to widen the existing road as shown in Figure Q3. Based on the JKR requirement, Factor of Safety (FS) for the cut slope should be more than 1.3. Check whether the FS for proposed cut slope meet the JKR requirement. Suggest the solution if the FS not meet. Cutting area y = 19.0 kN/m c'= 12 kN/m? Ø'= 20° 6m 60° Figure Q3: Cross Section for the Proposed Cut Slope
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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