Exercise: The soil characteristics of the borrow used in the embankment were as follows: GS = 2.7, e 0.6, w 8%. The maximum dry density and optimum moisture obtained from the standard compaction test were 1.90 t/m3 and 10%, respectively. The embankment has a relative density of 95%. A) At least what volume of borrowed soil is nomally required to obtain one cubic meter of compacted embankment? B) For each cubic meter of embankment, how much water should be added to the natural loan soil? C) What is the maximum percentage of compressibility that can be achieved under the conditions of natural moisture of materials?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Exercise: The soil characteristics of the borrow used in the
embankment were as follows: GS = 2.7, e 0.6, w 8%. The
maximum dry density and optimum moisture obtained from
the standard compaction test were 1.90 t/m3 and 10%,
respectively. The embankment has a relative density of 95%.
A) At least what volume of borrowed soil is normally
required to obtain one cubic meter of compacted
embankment? B) For each cubic meter of embankment, how
much water should be added to the natural loan soil? C) What
is the maximum percentage of compressibility that can be
achieved under the conditions of natural moisture of
materials?
61
Transcribed Image Text:Exercise: The soil characteristics of the borrow used in the embankment were as follows: GS = 2.7, e 0.6, w 8%. The maximum dry density and optimum moisture obtained from the standard compaction test were 1.90 t/m3 and 10%, respectively. The embankment has a relative density of 95%. A) At least what volume of borrowed soil is normally required to obtain one cubic meter of compacted embankment? B) For each cubic meter of embankment, how much water should be added to the natural loan soil? C) What is the maximum percentage of compressibility that can be achieved under the conditions of natural moisture of materials? 61
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