(c) Given the end area of cut and fill of soil as in Table Q4(c). If the material bulks after excavation about 10% and shrink 12%. Given, distance between chainage is 100 m. Draw the mass haul diagram and estimate how much excess cut or fill is required.

Principles of Foundation Engineering (MindTap Course List)
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Author:Braja M. Das
Publisher:Braja M. Das
Chapter16: Soil Improvement And Ground Modification
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Table Q4(c): Cut and fill areas
Chainage
Cut and Fill area (m³)
-26
1
52.28
23.58
3
3.73
4
-8.4
5
-63.8
6.
-33.34
Transcribed Image Text:Table Q4(c): Cut and fill areas Chainage Cut and Fill area (m³) -26 1 52.28 23.58 3 3.73 4 -8.4 5 -63.8 6. -33.34
(c) Given the end area of cut and fill of soil as in Table Q4(c). If the material bulks
after excavation about 10% and shrink 12%. Given, distance between chainage is
100 m. Draw the mass haul diagram and estimate how much excess cut or fill is
required.
Transcribed Image Text:(c) Given the end area of cut and fill of soil as in Table Q4(c). If the material bulks after excavation about 10% and shrink 12%. Given, distance between chainage is 100 m. Draw the mass haul diagram and estimate how much excess cut or fill is required.
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