Development of full-scale laboratory accelerated pavement testing facility: a step toward performance assessment of geosynthetics reinforced pavement

被引:5
|
作者
Ingle, G. S. [1 ,2 ]
Bhosale, S. S. [1 ,2 ]
机构
[1] Maharashtra Inst Technol Pune, Dept Civil Engn, Pune 411038, Maharashtra, India
[2] Coll Engn Pune, Dept Civil Engn, Pune 411005, Maharashtra, India
关键词
Cyclic loading; Swivel joint; Circular steel plate; Hydraulic power pack unit; Axle load; MODEL;
D O I
10.1007/s41062-019-0209-0
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The road network in India is growing at an exponential rate. The biggest challenge in this scenario is an availability of good-quality pavement materials at a reasonable rate. The demands of these pavement materials are increasing at an accelerated rate due to which good-quality material available in nature is getting depleted rapidly. This may create a threat to the environment in the near future. The rate of depletion may be reduced to a certain extent by adopting measures, viz. use of recycled pavement materials, stabilization of locally available poor-quality materials, and use of reinforced pavement. Assessment of such measures in a limited time is the biggest challenge. This challenge may be tackled by using full-scale accelerated pavement testing setup. However, the full-scale accelerated pavement test is not readily available. Over the globe, accelerated pavement testing setups are developed at only a few universities and research institutes. This paper presents the development details of a full-scale laboratory accelerated pavement testing setup. The calibration of the applied axle load is also presented. The developed full-scale laboratory accelerated pavement testing setup will prove opportunity to test new material/technique which will build up the confidence due to gain of knowledge. This paper also aims to investigate the variation of vertical stress and deformation at the base-subgrade interface of geotextile-reinforced and unreinforced pavement using the developed pavement testing facility.
引用
收藏
页数:12
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