Q1//A soil sample was taken from a pit and its total unit weight was equal toKN(17.17) and its water content was 12% and the specific gravity ofm3soil particles was (2.7) and then this pit was filled with compacted soilwith a water content of 18% and the dry density is equal to (16.19KNm3Calculate the following for 1000 m³of fill soil? (yw:KN.= 9.81m3A)) The volume of soil to be extracted from the pit in cubic meters.B)) The weight of water that can be added to reach the new water contentC)) The ratio of voids to the soil in the pit

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A soil sample was taken from a pit and its total unit weight was equal to KN (17.17) and its water content was 12% and the specific gravity of m3 soil particles was (2.7) and then this pit was filled with compacted soil with a water content of 18% and the dry density is equal to (16.19 KN Calculate the following for 1000 m³of fill soil? (yw m3). KN = 9. 81 A)) The volume of soil to be extracted from the pit in cubic meters. m3): B)) The weight of water that can be added to reach the new water content C)) The ratio of voids to the soil in the pit

A soil sample was taken from a pit and its total unit weight was equal to KN (17.17) and its water content was 12% and the specific gravity of m3 soil particles was (2.7) and then this pit was filled with compacted soil with a water content of 18% and the dry density is equal to (16.19 KN Calculate the following for 1000 m³of fill soil? (yw m3). KN = 9. 81 A)) The volume of soil to be extracted from the pit in cubic meters. m3): B)) The weight of water that can be added to reach the new water content C)) The ratio of voids to the soil in the pit

Principles of Foundation Engineering (MindTap Course List)

9th Edition

ISBN:9781337705028

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter5: Soil Improvement And Ground Modification

Section: Chapter Questions

Problem 5.2P

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