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Define Pavement Design - Transportation
1. Asphalt surface
a. Estimate Design Traffic
b. Determine the Structural Number (SN) for the given traffic, roadway, and soil characteristics
c. Compute layer-thickness using the following equation
SN = a1D1 + a2D2 + ...+anDn
Where SN = structural number of the pavement
ai = strength coefficient of the ith layer
Di = thickness of the ith layer in inches
why void ratio is greater for fine gained soil then course grained soil.
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distinush between determinant and indeterminant plane trusses
Tests on Cement: The following tests are conducted on cement in a project site: Setting Time Initial setting time Final setting time Compressive Streng
A rectangular area 4 m × 6 m carries a uniformly distributed load of 100 kN/m 2 at the ground surface. Estimate the vertical pressure at a depth of 6 m vertically below the centre
1) A propped cantilever beam ABC is 7m long.It has the point C fixed and Point A on a roller support.It carries a 200Kn point load at a distance 3m from A.There is a moment of 80KN
what is tension member
Q. Show the filter below the revetment? A filter placed between the revetment / protection works at the surface and the soil bed below the revetment / protection works. Main fu
4. Calculate the loose volume of material needed to fill in the trench as sketched below. The following information is also known: [7] o Length of trench = 250 m o Trench
Describe the basic difference in the bearing capacity computation of shallow and deep foundations. How are skin frictions and point resistance of a pile computed?
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