After the construction of a concrete retaining wall, back fill material from a nearby borrow pit was brought into the excavation behind the wall and Excavation Ground level Compacted compacted to a final void ratio of 0.8. Given that the soil in the Soils from backfill (e = 0.8) borrow pit (e = 1.1) Concrete retaining wall borrow pit has void ratio of 1.1, determine the volume of borrow material needed to construct 1 cubic meter of compacted backfill.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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After the construction
of a concrete retaining
wall, back fill material
from a nearby borrow
pit was brought into
the excavation behind
Excavation
Ground level
the wall and
compacted to a final
void ratio of 0.8. Given
Compacted
backfill
(e = 0.8)
Soils from
borrow pit
(e = 1.1)
Concrete
that the soil in the
borrow pit has void
ratio of 1.1, determine
the volume of borrow
retaining
wall
material needed to
construct 1 cubic meter
of compacted backfill.
Transcribed Image Text:After the construction of a concrete retaining wall, back fill material from a nearby borrow pit was brought into the excavation behind Excavation Ground level the wall and compacted to a final void ratio of 0.8. Given Compacted backfill (e = 0.8) Soils from borrow pit (e = 1.1) Concrete that the soil in the borrow pit has void ratio of 1.1, determine the volume of borrow retaining wall material needed to construct 1 cubic meter of compacted backfill.
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