Essay On Cantilever Construction

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Limitations Of Precast Cantilever Construction Method-
In cantilever method construction procedure is very complex.
It require great care to maintain stability of structure during construction.
Special attention is required for precast segments as they have joints. An epoxy agent is used to the joint before putting it in the superstructure.
Size and weight of precast elements are limited by capacity of placing and transportation.
Success of this process relies strongly on accurate geometry control.
Large heavy equipments are needed for erecting the segments.
Pre-casting yard needs investment in equipments.
Segments are fabricated in factories and are taken to the site with the help of transportation ,it may be costly if large distance from construction site.
Components Of an Open Spandrel Arch Bridge
Abutments
Foundation
Road deck
Floor Beam
Spandrel Columns
Arch Ribs or Barrel
Springing lines
Extrados and Intrados
Crown and Rise
Arch axis
Sidewalk
Concrete Requirements
As my structure is an open spandrel Arch bridge that is made up of Reinforced concrete i.e. concrete as well as steel reinforcement hence it can be benefited by using unconventional concrete that is High Strength or High Performance concrete (HSC or HPC). HSC is that concrete which satisfies all the requisites in terms of all the critical fabrication and utilization at the lowest possible cost.It is a new type of concrete that needed unconventional techniques and componenets.It offers high strength as well as durability to the structure.
Now a days HPC is expensive than conventional concrete. It require additional materials in some quantities as to meet specified performance.These additional materials are cement,silica fume,...

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...xibility to engineers and architects. It is often used in prestressed and precast girders which allows logger spans in bridge designs.
Disadvantages:-
Mixture is more prone to early drying problems and Shrinkage cracking.
It require additional admixtures and materials that may be a difficult task to implement them.

High Volume Fly Ash Mixtures
Advantages
Eliminate the problem of balling that was in silica fume
Improve structural strength, reduces bleeding, less cost, more resistant to chemical and sulfate attacks, and it is environmental friendly.
Gives superior finish to structure
Disadvantages
Should be handled properly otherwise may be dangerous
Require better quality control, good knowledge of mix proportions and mixing and good curing at least for 7 days.
Comparing above these two methods for HSC we should use high volume fly ash mixtures for the bridge design.

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