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    Use of Stone Columns for Quick Drainage and Temperature Reduction in Porous Pavement

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 005::page 04023036-1
    Author:
    Jingwei Liu
    ,
    Xu Yang
    ,
    Mavinakere Eshwaraiah Raghunandan
    ,
    Tan Sin Yee
    ,
    Sang Luo
    DOI: 10.1061/(ASCE)GM.1943-5622.0002561
    Publisher: American Society of Civil Engineers
    Abstract: Today, 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.
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      Use of Stone Columns for Quick Drainage and Temperature Reduction in Porous Pavement

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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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