The soil in a borrow pit has a void ratio of 0.9. A fill-in-place volume of 20,000 m3 is to be constructed with an in-place dry density of 18.84 kN/m3. If the owner of borrow area is to be compensated at Rs 1.5 per cubic metre of excavation, determine the cost of compensation. (grain specific gravity = 2.7)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The soil in a borrow pit has a void ratio of 0.9. A fill-in-place
volume of 20,000 m3 is to be constructed with an in-place dry
density of 18.84 kN/m3. If the owner of borrow area is to be
compensated at Rs 1.5 per cubic metre of excavation, determine
the cost of compensation. (grain specific gravity = 2.7)
%3D
Transcribed Image Text:The soil in a borrow pit has a void ratio of 0.9. A fill-in-place volume of 20,000 m3 is to be constructed with an in-place dry density of 18.84 kN/m3. If the owner of borrow area is to be compensated at Rs 1.5 per cubic metre of excavation, determine the cost of compensation. (grain specific gravity = 2.7) %3D
A city has a population of 50000 people and they consume an
average 20 million m3 of natural gas per year. What fraction of this
demand could be met by digesting the refuse from this community.
Assume solid waste generation rate is 2kg/person/day, Organics
are in the form of glucose whose organic proportion is 54.40 %.
Transcribed Image Text:A city has a population of 50000 people and they consume an average 20 million m3 of natural gas per year. What fraction of this demand could be met by digesting the refuse from this community. Assume solid waste generation rate is 2kg/person/day, Organics are in the form of glucose whose organic proportion is 54.40 %.
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