INFLUENCE OF DIFFERENT PARAMETERS ONCRITICAL STRESSES IN CONCRETE PAVEMENT

Rameshwar J. Vishwakarma, R. K. Ingle
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Abstract

Concrete pavements are largely constructed and promoted by government in recent years in India. Concrete pavements are preferred over bituminous pavements due to its low life cycle cost, durability and low maintenance. Design of plain jointed concrete pavement depends on the stress ratio (i.e. ratio of flexural stress to flexural strength). Flexural stress calculation is influenced by many parameters like stiffness of soil subgrade, vehicle axle loads, environmental loads, location of load placement, load arrangement, tyre pressure, material properties of concrete, design period, repetition of loads and slab size. It is very important to estimate errorless response of pavement for given practical conditions. A study has been carried out on important parameters that affects the design of plain jointed concrete pavement. Study shows that finite element analysis should be done to obtain the critical flexural stresses as many widely used guidelines are based on many assumptions.
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不同参数对混凝土路面临界应力的影响
近年来,印度的混凝土路面主要是由政府建造和推广的。混凝土路面比沥青路面更受欢迎,因为它的寿命周期成本低,耐久性好,维护费用低。平缝混凝土路面的设计取决于应力比(即抗弯应力与抗弯强度之比)。弯应力计算受土体路基刚度、车辆轴载、环境荷载、荷载布置位置、荷载布置、轮胎压力、混凝土材料特性、设计周期、荷载重复次数、板尺寸等参数的影响。在给定的实际条件下,对路面的无误差响应进行估计是非常重要的。对影响素缝混凝土路面设计的重要参数进行了研究。研究表明,由于许多广泛使用的准则都是基于许多假设,因此必须进行有限元分析才能获得临界弯曲应力。
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