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?
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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