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The role played by the reinforcement in reducing the strains on top of the subgrade is studied in detail.
The above studies illustrate the effectiveness of unattached reinforcement in reducing the horizontal displacements at top and base of the wall.
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The results illustrate that carbon-fiber-reinforced polymer (CFRP) reinforcement is perfect in reducing the deflection (3%48%%).
Results showed that folded strip footings are efficient in reducing the amount of needed reinforcements, and such efficiency in reducing the required steel reinforcement in the footings is depending on the applied footing loads, and to some degree on the soil type and properties.
It was observed that the hardness of aluminium matrix composites can be improved with the increase in reinforcement fraction or by reducing the particle size of reinforcement; however, the presence of porosity affects hardness adversely.
The configuration proposed avoids the interference between longitudinal and transversal reinforcement, reduces the in situ work and makes it possible to define an efficient and safe construction process.
Fixing the recalled vehicles will involve inserting a steel reinforcement bar to reduce the friction that led gas pedals to become increasingly unresponsive or, in some cases, stuck.
The extensive interventions in biophysical system such as degradation of the environment, subsidence, and salinization6 have implicated in the reinforcement of urban hazards by reducing the ecosystem resistance (Nicholls et al. 2007).
In particular, the effect of HPFRCCs in coupling beams with bundled diagonal reinforcement is investigated for the purpose of reducing the amount of transverse reinforcement required.
In this experimental investigation, cross-diagonal bars have been provided at the joint for reducing the congestion of reinforcement in joints, and also M75 grade of concrete with optimum mix proportion of 10%% silica fume and 0.3 % glass fibre was used.
In this paper, therefore, equivalent yield strength of the longitudinal reinforcement in the web shear element is employed by excluding the tensile stress of the main longitudinal reinforcement due to the bending moment, instead of reducing the equivalent longitudinal reinforcement ratio.
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