Which is a method of underwater concreting?
Tremie method
Placing concrete underwater presents unique challenges. The primary goal is to prevent the concrete from washing away or segregating (where the different components separate), which would lead to a weak and poor-quality structure. Specialized methods are used to ensure the concrete is placed effectively and maintains its integrity below the water surface.
The Tremie method is a widely used and effective technique for placing concrete underwater. It involves a watertight pipe, called a tremie pipe, through which the concrete is fed from the surface down to the placement location. The lower end of the pipe is kept immersed within the fresh concrete as it is placed. This creates a seal that prevents water from entering the pipe and coming into contact with the fresh concrete during placement. As more concrete is added from the top, the pressure pushes the concrete out from the bottom, displacing the water and allowing the concrete mass to build up from below.
Key aspects of the Tremie method:
Let's briefly look at the other options provided:
Based on the established civil engineering practices, the Tremie method is a standard and recognized technique specifically designed for placing concrete underwater effectively.
For a number of columns constructed in a row, the type of foundation provided is
If p is the net upward pressure on a square footing of side b for a square column of side a, the maximum bending moment is given by
A. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}\left( {{\rm{c}} - {\rm{a}}} \right)}}{4}\)
B. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}{{\left( {{\rm{b}} - {\rm{a}}} \right)}^2}}}{4}\)
C. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}{{\left( {{\rm{b}} - {\rm{a}}} \right)}^2}}}{8}\)
D. \({\rm{B}}.{\rm{M}} = \frac{{{\rm{pb}}\left( {{\rm{b}} + {\rm{a}}} \right)}}{8}\)
_______ is provided to support an individual column. It is circular, square or rectangular slab of uniform thickness Sometimes it is stepped or haunched to spread the load over a large area.
The minimum nominal cover to reinforcement for R.C.C. footings as per IS: 456-2000 shall be
For a proposed building, raft foundation, isolated footings and combined footings are being considered. These foundations are to be listed in the decreasing order of preference in terms of performance. Which one of the following is the correct order of listing?