Q.1. soil is to be excavated from a. borrow pit which was density of 1.75 gm/cc & water content of 12%. The soil is compacted so that water content is 18% and the dry density is 1,65 gm/cc: for- 1000 m of soil in fill, estimate the quantity of soil to be excavated from the pit in m' and the amount of water to added, also determine the void ratios of the soil in borrow pit & fill? G.s= 2.7

Principles of Foundation Engineering (MindTap Course List)
9th Edition
ISBN:9781337705028
Author:Braja M. Das, Nagaratnam Sivakugan
Publisher:Braja M. Das, Nagaratnam Sivakugan
Chapter2: Geotechnical Properties Of Soil
Section: Chapter Questions
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Q.1. soil is to be excavated from a borrow pit which was density of 1.75 gm/cc & water content
of 12%. The soil is compacted so that water content is 18% and the dry density is 1,65 gm/cc: for-
1000 m' of soil in fill, estimate the quantity of soil to be excavated from the pit in m' and the
amount of water to added, also determine the void ratios of the soil in borrow pit & fill? G.s= 2.7
Transcribed Image Text:Q.1. soil is to be excavated from a borrow pit which was density of 1.75 gm/cc & water content of 12%. The soil is compacted so that water content is 18% and the dry density is 1,65 gm/cc: for- 1000 m' of soil in fill, estimate the quantity of soil to be excavated from the pit in m' and the amount of water to added, also determine the void ratios of the soil in borrow pit & fill? G.s= 2.7
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