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contributor authorJingwei Liu
contributor authorXu Yang
contributor authorMavinakere Eshwaraiah Raghunandan
contributor authorTan Sin Yee
contributor authorSang Luo
date accessioned2023-08-16T19:08:39Z
date available2023-08-16T19:08:39Z
date issued2023/05/01
identifier other(ASCE)GM.1943-5622.0002561.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4292822
description abstractToday, extreme weather conditions occur globally due to climate change, and roads with traditional impermeable pavement could cause environmental problems, such as urban flooding and heat islands. Although porous pavement is an important environmentally friendly alternative pavement structure for roads, it has many disadvantages and is not yet widely used. Therefore, this paper reported the use of stone columns in the soil subgrade of porous pavement to improve the performance of roads. Soil property tests were conducted to evaluate the permeability of subgrade soil in a field area at different depths. Stone columns with different heights and various aggregate sizes were installed in the soil subgrade in the laboratory and the field, with the concrete footing on top of the stone columns as the bedding course of the pavement. Quantitative comparisons of the permeability of stone columns in the laboratory and the field were undertaken. In addition, the temperature changes in the stone columns and concrete footings before and after watering were tested to investigate the influence of the stone columns on the thermal behavior of roads. The test results showed that stone columns improved the water drainage in porous pavement and contributed to temperature reductions in urban roads. Therefore, the use of stone columns is recommended in porous pavement to improve water drainage and mitigate urban heat islands.
publisherAmerican Society of Civil Engineers
titleUse of Stone Columns for Quick Drainage and Temperature Reduction in Porous Pavement
typeJournal Article
journal volume23
journal issue5
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002561
journal fristpage04023036-1
journal lastpage04023036-10
page10
treeInternational Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 005
contenttypeFulltext


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