concrete technology, Civil Engineering

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why water is necessary for concrete

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Rolling - binder, Rolling - Binder: The layer thickness is 40-50 mm. R...

Rolling - Binder: The layer thickness is 40-50 mm. Rolling is done in three stages : Initial Rolling By 80-100 kN smooth wheeled roller. Intermediate Rolling B

Assignment, I need to find support reactions at O for the beam with a distr...

I need to find support reactions at O for the beam with a distributed load, a 6 kN moment couple at A and a 3 kN axial load as shown in picture.

Explain the term- shrinkage of concrete, LOSS OF PRESTRESS DUE TO SHRINKAG...

LOSS OF PRESTRESS DUE TO SHRINKAGE OF CONCRETE We know that concrete shrinks in volume when it dries up. This volume reduction takes place in the form of reduction of all dime

Projects, GIS AND REMOTE SENSING

GIS AND REMOTE SENSING

State the needs for high strength steel and concrete, State the Needs for h...

State the Needs for high strength steel and concrete In  prestressed  concrete construction, tendons have 3  small area of cross-section compared  to the cross-sectional  area

Define the categories of corrosion of steel structures, Define the Categori...

Define the Categories of Corrosion of steel structures? Corrosion of steel structures can be classified as under: -   Atmospheric corrosion -   Underwater corrosion -

State the ground water levels, Ground Water Levels The location of the...

Ground Water Levels The location of the ground water level is essential for deep excavation, water-logged areas. The existing wells in the nearby vicinity of the proposed site

Dam, how can i prepare a project on dam

how can i prepare a project on dam

Reason of skin reinforcement for deep beams, Question What is reason of sk...

Question What is reason of skin reinforcement for deep beams ? Answer In BS8110, it declares that secondary reinforcement have to be provided for beams greater than 750mm deep

What is the absolute maximum shear stress, A strip load of considerable len...

A strip load of considerable length and 1.5 m width transmits a pressure of 150 kN/m 2 to the underlying soil. Verify the maximum principal stress at 0.75 m depth below the footin

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