A proposed embankment till requires 50X0 m'of conmpacted soil. The void ratio of the compacted till is specified as 0.7. Four borrow pits are available as described in the follwing table, which lists the respective void ratios of the soil and the cost per cubic meter for moving the soil to the proposed con- struction site. Make the necessary calculations to select the pit from which the soil should be bought to minimmize the cost. Assume G, to be thc same at all pits. Borrow pit Void ratio Cost (S/m') O0.8.5 53 1.2 0.95 0,75

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A proposed embankment till requires 5000 m of compacted soil. The void ratio of the compactedd till is specilied as 0.7. Four borroww pits are available as described in the following table. which lists the respective void ratios of the soil and the cost per cubic mcter for moving the soil to the proposed con- struction site. Make the necessary calculations to sclect the pit from which the soil should be bought to minimize the cost. Assume G, to be the same at all pits.

A proposed embankment till requires 50X0 m'of conmpacted soil. The void
ratio of the compacted till is specified as 0.7. Four borrow pits are available
as described in the follwing table, which lists the respective void ratios of
the soil and the cost per cubic meter for moving the soil to the proposed con-
struction site. Make the necessary calculations to select the pit from which
the soil should be bought to minimmize the cost. Assume G, to be thc same at
all pits.
Borrow pit
Void ratio
Cost (S/m')
O0.8.5
53
1.2
0.95
0,75
Transcribed Image Text:A proposed embankment till requires 50X0 m'of conmpacted soil. The void ratio of the compacted till is specified as 0.7. Four borrow pits are available as described in the follwing table, which lists the respective void ratios of the soil and the cost per cubic meter for moving the soil to the proposed con- struction site. Make the necessary calculations to select the pit from which the soil should be bought to minimmize the cost. Assume G, to be thc same at all pits. Borrow pit Void ratio Cost (S/m') O0.8.5 53 1.2 0.95 0,75
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