The effectiveness of dowel bars in concrete pavements Literature review

The effectiveness of jiggle bar in concrete pavements - Literature review ExampleDowel bars atomic number 18 popularly employ in load transfer system over joints. This research paper critical examines various aspects of dowel bars from the theory behind these bars to how they ought to their proper placement in the joints. Stresses in Concrete paving material A concrete pavement is generally referred to as a rigid pavement. It is multilayered with layers being placed on jacket crown of each. The strength of the layers decreases downwards. Figure 1 (Pavement Analysis and Design n.d) The major factors that subject concrete pavements to breedes are the doing of traffic wheel loads, the expansion and condensing of the concrete due to temperature changes, yielding of the subbase or subgrade supporting(a) the concrete pavement, and volumetric changes (Garber & Hoel 2009, p. 1085). In studying how concrete pavements are subjected to stresses, approximately basic assumptions have to be made. 1. Concrete pavement slabs are viewed as unreinforced concrete beams. This therefore means that even if there is some reinforcement made, for instance by including steel, it is ignored (Garber & Hoel 2009, p. 1085). 2. Flexural and direct pliant stresses significantly contribute to creation of transverse and longitudinal cracks (Garber & Hoel 2009, p. 1085). 3. The subbase or subgrade layer below the concrete pavement is an elastic material. ... Temperature changes lead to expansion and contraction of concrete pavement and this may in turn subject concrete pavement to tensile and compressive stresses. malleable and compressive stresses will depend on how wide the range of change in temperature is (Garber & Hoel 2009, p. 1085). If the range of the temperature between the top and the bottom of a concrete pavement is big enough then curling is in all probability to puddle place. If the upper clear has a higher temperature than the lower surface then the then a compres sive stress at the upper surface will be experienced while the lower surface experiences tensile stress. The reverse expires when there is change in temperature such that the top is cooler than the bottom of the concrete pavement. Freeze-thaw defile can also result to stressing concrete pavements. This often occurs when sedimentary aggregate is used and is often open(a) to freeze-thaw cycles. These cycles often lead to durability cracking (Pierce 2009 p. 20). Wheel load stresses It has been noted that traffic wheel loads induce flexural stresses. Flexural stresses induced in this manner are dependent on the position of the line of action of the load, simply the location of the wheels, with respect to the pavement edge. Joint seal damage stresses Damages which may occur at the joints often exposes concrete pavement to a lot of stresses. The five damages which are likely to occur at the joints are Adhesive failure when joint seal material debonds from the concrete surface cohesive failure which may occur when the joint sealant material splits within the sealant gibbousness occurs when the joint sealant is pushed or pulled out of the joint due to slab movement and/or traffic oxidation occurs due to exposure to the elements and infiltration occurs when