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首页> 外文期刊>Journal of The Institution of Engineers (India) >Load Deflection Profile of Concrete Block Pavement
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Load Deflection Profile of Concrete Block Pavement

机译:混凝土块路面的载荷偏转轮廓

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摘要

Although worldwide concrete block pavements have been applied successfully in roads and industrial pavements since past 70 years, recently they are used in India in urban roads, footpaths, petrol pumps, parking areas, industrial hardstands and border roads. The concrete blocks form the surfacing of the pavement and are the major load spreading elements. There have been many past stories in respect of load deflection behaviour of block pavements and the outcome of which is inconsistent. This paper describes the results of experiments conducted to access the variation of block parameters, sub-base thickness and loading plate diameter on the load deflection profile of the pavement. The test pavement 3000 mm x 3000 mm was constructed on a sandy clay sub-grade to study these parameters based on plate load test. The applied load on the pavement was 51 KN, which corresponds to the half of the single axle legal limit presently enforced in India. The results thus obtained are compared to those of earlier findings, and the corresponding conclusions are drawn.
机译:尽管全球混凝土砌块路面已在自70年来以来在道路和工业路面上成功应用,但最近它们在城市道路,人行道,汽油泵,停车场,工业泄漏和边境道路中使用。混凝土块形成路面的表面,是主要的负载扩展元件。关于块路面的负载偏转行为以及其结果存在许多过去的故事。本文介绍了在路面的负载偏转轮廓上进入块参数,子基础厚度和装载板直径的变化的实验结果。在砂质粘土子度上构建测试路面3000mm×3000mm,以研究基于板载测试的这些参数。人行道上的施加负荷为51 kN,对应于印度的单一轴法律限制的一半。将由此获得的结果与早期发现的结果进行比较,并绘制相应的结论。

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