An earth embankment is to be constructed withcompacted cohesionless soil. The volume of theembankment is 5000 m3 and the target dry unitweight is 16.2 kN/m3. Three nearby sites (seefigure below) have been identified from where therequired soil can be transported to the constructionsite. The void ratios (e) of different sites are shownin the figure. Assume the specific gravity of soilto be 2.7 for all three sites. If the cost oftransporation per km is twice the cost of excavationper m3 of borrow pits, which site would you chooseas the most economic solution? (Use unit weightof water = 10 kN/m3)(a) Site X(b) Site Y(c) Site Z(d) Any of the sitesSite Xe 0.6140 kmConstructionSite100 km80 kmSite ZSite Ye 0.64e= 0.7

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An earth embankment is to be constructed with compacted cohesionless soil. The volume of the embankment is 5000 m3 and the target dry unit weight is 16.2 kN/m³. Three nearby sites (see figure below) have been identified from where the required soil can be transported to the construction unid rotioc (o) of different sites are shown

An earth embankment is to be constructed with compacted cohesionless soil. The volume of the embankment is 5000 m3 and the target dry unit weight is 16.2 kN/m³. Three nearby sites (see figure below) have been identified from where the required soil can be transported to the construction unid rotioc (o) of different sites are shown

Principles of Geotechnical Engineering (MindTap Course List)

9th Edition

ISBN:9781305970939

Author:Braja M. Das, Khaled Sobhan

Publisher:Braja M. Das, Khaled Sobhan

Chapter3: Weight–volume Relationships

Section: Chapter Questions

Problem 3.24P

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