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4204CIV Introduction to Geotechnics : Method of Assessing Compaction

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Question

1. a) A continuous footing is 2.0 m wide and is founded at a depth of 1.5 m in a deep layer of sand of unit weight 18.5 kN/m3. Determine the ultimate bearing capacity of the foundation if the soil has an angle of shearing resistance of 35°. What will be effect on the ultimate bearing capacity of the foundation if the soil’s angle of shearing resistance increased to 40°.

b) Briefly explain how sustainability can be achieved during designing a foundation (except reuse of foundation).

c) Briefly explain and justify a method of assessing compaction in the field where the fill materials are granular.

2. a) A proposed flood protection embankment construction site required 30000m³ of soil in compacted state, at a unit weight of 20.00 kN/m³, at a water content of 14%. Two sites are being considered for “borrow” soil. The in-situ unit weight of the soil of the first site is 15.00 kN/m³; water content was found to be 13%. On the second site the unit weight of the soil was found to be 17.5 kN/m³ and its water content 14%. The cost for the “borrow” material was based on volumes of soil required from the respective sites. Select the site that requires lower cost. Assume specific gravity Gs = 2.65 for each site.

b) Using the three-phase model of a partially saturated soil, show that the relationship between void ratio, water content and bulk unit weight can be expressed as yb =
1+w
1+e
GSYW
Where the notations carry their usual meaning.

3. a) For a slope with dry purely frictional soil, show that the slope will be stable irrespective of it’s height providing that the angle of the slope is less than the angle of shearing resistance of the soil.

b) A 12.0 m thick layer of sandy soil overlies an impervious base. Groundwater level is at a depth of 2.62 m below the top of the soil.
Water was pumped out of the soil from a central well at the rate of 22.6m3 /hr and the drawdown of the water table was noted in two observation wells and shown in fig Q3. Determine an average value for the permeability of the soil in m/s.

4204CIV Introduction to Geotechnics

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