Problem 4: After the construction of a concrete retaining wall, backfill material from a nearby borrow pit was brought into the excavation behind the wall and compacted to a final void ratio of 0.8. Given that the soil in the borrow pit has void ratio of 1.1, determine the volume of borrow material needed to fully compact backfill, knowing that the total volume of the backfill is 30 m³. Excavation Ground level Compacted backfill Soils from borrow pit (e = 0.8) Concrete (e = 1.1) retaining wall

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Problem 4:
After the construction of a concrete retaining wall, backfill material from a nearby borrow pit was brought into
the excavation behind the wall and compacted to a final void ratio of 0.8. Given that the soil in the borrow pit has
void ratio of 1.1, determine the volume of borrow material needed to fully compact backfill, knowing that the
total volume of the backfill is 30 m³.
Excavation
Ground level
Compacted
Soils from
borrow pit
(e = 1.1)
backfill
(e = 0.8)
Concrete
retaining
wall
Transcribed Image Text:Problem 4: After the construction of a concrete retaining wall, backfill material from a nearby borrow pit was brought into the excavation behind the wall and compacted to a final void ratio of 0.8. Given that the soil in the borrow pit has void ratio of 1.1, determine the volume of borrow material needed to fully compact backfill, knowing that the total volume of the backfill is 30 m³. Excavation Ground level Compacted Soils from borrow pit (e = 1.1) backfill (e = 0.8) Concrete retaining wall
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