Transportation Engineering, Civil Engineering

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Determine the ultimate bearing capacity of a square footing, Determine the ...

Determine the ultimate bearing capacity of a square footing, 1 m × 1 m, resting on saturated clay of unconfined compression strength of 180 kN/m 3 and a bulk density of 18 kN/m 3

Obstacles, Obstacles which can be ranged

Obstacles which can be ranged

Whole base of mat, Question In modeling a nonrigid mat foundation by us...

Question In modeling a nonrigid mat foundation by using elastic springs, have a uniform modulus of subgrade reaction be used along whole base of mat ? Answer A bed of

Position of shear keys under retaining walls, Installation of shears keys a...

Installation of shears keys assists to increase sliding resistance of retaining walls without the necessity to widen the base. Effect of shears keys enhances the deepening of the s

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Retaining Walls: Needed to retain the fill portion, and generally constructed in dry stone masonry with pucca bunds (Figure). Figure: Typical Design for a Retaining

Explain the hydraulic radius, Explain the Hydraulic Radius (R) A fluid'...

Explain the Hydraulic Radius (R) A fluid's cross-sectional area in flow divided by the wetted perimeter. For a circular channel flowing full and ½ full, R = D/4.

What is unimat machine, Q. What is Unimat Machine? The machine has got ...

Q. What is Unimat Machine? The machine has got 16 independently tiltable tamping tools which enable the machine to work on points and crossing as well as on plain track. The ma

Amount of water that added to achieve the optimum moisture, Geotechnical pr...

Geotechnical project specifications require that the soil's optimum moisture content of 24% be maintained during the roadbed's construction.   The field moisture test finds that fi

Designing of service reservoirs, Question In designing of service res...

Question In designing of service reservoirs , straight reinforcement in walls of reservoirs is placed at external layer. Give some specific and main reasons?   Answer

Classification of timber based on modulus of elasticity, Classification Bas...

Classification Based on Modulus of Elasticity: Young's modulus is resolute by conducting bending test. On this basis timber is classified as following: Group A: E = 12.5 kN

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