Q-31 Find the excavation and backfill quantities for (3*4) m service room with footing of 0.8m width and 0.3m height the depth of excavation shown in fig below for each room corner. Then calculate the conical soil pile dimensions for the excavated material if the slop angle 30° swell 35% and Deein shrinkage 95%. J-o、3メ Conterline 145 Deap 4 m 1 35 m Deep Section A -A Grado 2.4m High Masonry W. Plan 0.24 Wall 0.8 m Concrete Footing 2.00 Deep 1.80 Deep Each Side

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q-31 Find the excavation and backfill quantities for (3*4) m service room with footing of 0.8m width and
0.3m height the depth of excavation shown in fig below for each room corner. Then calculate the
conical soil pile dimensions for the excavated material if the slop angle 30° , swell 35% and
shrinkage 95%.
J= o 3 *
4 m
1.35 m Deep
Centerline
1.45 Deep
Section A -A
Grade
2.4m High Masonry W.
Plan
0.24 Wall
0.6 m
2.00 Deap
Concrete Footing
1.80 Deep
Each Side
Varies
Transcribed Image Text:Q-31 Find the excavation and backfill quantities for (3*4) m service room with footing of 0.8m width and 0.3m height the depth of excavation shown in fig below for each room corner. Then calculate the conical soil pile dimensions for the excavated material if the slop angle 30° , swell 35% and shrinkage 95%. J= o 3 * 4 m 1.35 m Deep Centerline 1.45 Deep Section A -A Grade 2.4m High Masonry W. Plan 0.24 Wall 0.6 m 2.00 Deap Concrete Footing 1.80 Deep Each Side Varies
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