I need the answer quickly Exercise: The soil characteristics of the borrow used in theembankment were as follows: GS = 2.7, e 0.6, w 8%. Themaximum dry density and optimum moisture obtained fromthe 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 normallyrequired to obtain one cubic meter of compactedembankment? B) For each cubic meter of embankment, howmuch water should be added to the natural loan soil? C) Whatis the maximum percentage of compressibility that can beachieved under the conditions of natural moisture ofmaterials?61

Given data: GS=2.7 e=0.6 w=8% OMC=10% γdmax=1.9 t/m3

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?

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

Section: Chapter Questions

Problem 1P

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