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

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
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answer for b

a)
The Highland Tower Block 1 collapsed due to major landslide on 11 December
1993 in Taman Hillview, Ulu Klang, Selangor, Malaysia. The collapse of Block
1 resulted in 48 deaths. Residents of the other two blocks and neighbouring
establishments were evacuated due to safety concerns. Discuss briefly the
causes of the tragedy and the methods to prevent this from happening.
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?
6m
60°
Ø'= 20°
Figure Q3: Cross Section for the Proposed Cut Slope
Transcribed Image Text:a) The Highland Tower Block 1 collapsed due to major landslide on 11 December 1993 in Taman Hillview, Ulu Klang, Selangor, Malaysia. The collapse of Block 1 resulted in 48 deaths. Residents of the other two blocks and neighbouring establishments were evacuated due to safety concerns. Discuss briefly the causes of the tragedy and the methods to prevent this from happening. 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? 6m 60° Ø'= 20° Figure Q3: Cross Section for the Proposed Cut Slope
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