刚性路面用多孔混凝土

IF 1.1 Q3 ENGINEERING, CIVIL
A. Supriyadi, E. Sutandar
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引用次数: 0

摘要

道路作为连接地点之间的重要纽带,能够促进人们经济活动的高效流动。多孔混凝土的评价包括坍落度试验、抗压强度试验、渗透性试验、弯曲试验和承载能力试验(荷载试验)等五项试验。同时,有三种类型的土壤:泥炭、粘土和硬土。抗压强度试验测得的平均抗压强度在24.17 ~ 27.36 MPa之间。渗透性试验表明,多孔混凝土刚性路面的平均入渗速度在粘土上为20秒,在泥炭土上为55.344秒,多孔混凝土刚性路面排水面积为346.185 cm2,排水面积为5升,而在硬质土上排水面积为6.554秒,排水面积为288.75 cm2,用水量为2升。载荷试验是用10吨的重物进行的。挠度最大差异为1-2 cm。此外,多孔混凝土刚性路面厚度为15 cm的多孔混凝土刚性路面在3种不同的土壤条件下均没有出现裂缝。在粘土、硬土或泥炭土上铺设多孔混凝土刚性路面的轨道可以容纳最大10吨的有效载荷。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Porous Concrete for Rigid Pavement
Abstract Roads play an important role as a connection between locations and can facilitate the efficient mobility of people's economic activities. Five tests are involved in evaluating of the porous concrete, such as the slump test, compressive strength test, permeability test, flexure test, and load capacity test (loading test). Meanwhile, there are three types of soil: peat, clay, and hard. The compressive strength test measured an average compressive strength between 24.17-27.36 MPa. According to the permeability test, the average speed of water infiltration on the porous concrete rigid pavement was 20 seconds on clay soil and 55.344 seconds on peat soil, with large areas drained on porous concrete rigid pavement of 346.185 cm2 with 5 litres of water used, whereas it was 6.554 seconds with a flow area of 288.75 cm2 and 2 litres of water used on hard soil. The Loading Test was conducted with a 10-ton. The maximum difference in deflection was 1-2 cm. In addition, there were no cracks in the porous concrete rigid pavement with a porous concrete rigid pavement thickness of 15 cm in three different soil conditions. A track with porous concrete rigid pavement on clay, hard soil, or peat soil can accommodate a maximum payload of 10 tons.
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来源期刊
CiteScore
2.00
自引率
58.30%
发文量
69
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