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TIT: The soil in a borrow pit has a void ratio of 0.90. A fill of volume 20000 m³ has o be constructed with an in place dry density of 19.2 kN/m³. If the owner of borrow pit to be compensated et rate 2.5 per cubic metre of excavation, determine the cost of compensation. Take G = 2.68, Y = 9.81 kN/m³.

TIT: The soil in a borrow pit has a void ratio of 0.90. A fill of volume 20000 m³ has o be constructed with an in place dry density of 19.2 kN/m³. If the owner of borrow pit to be compensated et rate 2.5 per cubic metre of excavation, determine the cost of compensation. Take G = 2.68, Y = 9.81 kN/m³.

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter16: Soil Improvement And Ground Modification
Section: Chapter Questions
Problem 16.12P
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CTTTT The soil in a borrow pit has a void ratio of 0.90. A fill of volume 20000 m³ has to be constructed with an in place dry density of 19.2 kN/m³. If the owner of borrow pit to be compensated at rate 2.5 per cubic metre of excavation, determine the cost of compensation. Take G = 2.68, Y = 9.81 kN/m³.
Transcribed Image Text:CTTTT The soil in a borrow pit has a void ratio of 0.90. A fill of volume 20000 m³ has to be constructed with an in place dry density of 19.2 kN/m³. If the owner of borrow pit to be compensated at rate 2.5 per cubic metre of excavation, determine the cost of compensation. Take G = 2.68, Y = 9.81 kN/m³.
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