淤泥质路基防水膜单向阻水研究

IF 3.4 3区 工程技术 Q2 CONSTRUCTION & BUILDING TECHNOLOGY
Wenliang Wan, Chunpeng Han, Botong Chen, Wei Jin, Qingjie Dong, Yushu Wang
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引用次数: 1

摘要

摘要为满足抑制毛细上升、使路基水通过防水膜向下运移的要求,提出了淤泥质路基防水膜单向阻水的新概念。在此基础上,提出了一种利用接触角试验测定拒水性土总孔隙面积的新方法。得到了不同密实度下防水膜的防水性与单位面积甲基硅酸钠消耗量的关系。当SMSA用量小于4 g/m2时,防水膜的防水性极差,而在4 ~ 10 g/m2范围内,防水膜的防水性大大增强。当SMSA用量大于10g /m2时,防水性趋于稳定。随着SMSA用量的增加,防水膜的总孔面积减小。关键词:淤泥路基防水膜流体势方程拒水单向阻水披露声明作者未报告潜在利益冲突。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on single-direction water-blocking of waterproof membrane in silt subgrade
AbstractThis paper proposes a new concept of single-direction water-blocking for waterproof membranes in silt subgrades to meet the demands of inhibiting capillary rising and allowing subgrade water downward through the waterproof membrane. Furthermore, a new approach to determine the total pore area in water-repellent soil is proposed using a contact angle test. The relationship between the water repellence of the waterproof membrane and the consumption of Sodium Methyl Silicate per unit Area (SMSA) is obtained for different levels of compactness. When SMSA consumption is less than 4 g/m2, the water repellence of the waterproof membrane is extremely poor, whereas, in the range of 4–10 g/m2, its water repellence is greatly enhanced. When the SMSA consumption is more than 10 g/m2, the water repellence becomes stable. The total pore area of the waterproof membrane decreases when the SMSA consumption is increased.KEYWORDS: Silt subgradewaterproof membranefluid potential equationwater repellencesingle-direction water-blocking Disclosure statementNo potential conflict of interest was reported by the author(s).
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来源期刊
Road Materials and Pavement Design
Road Materials and Pavement Design 工程技术-材料科学:综合
CiteScore
8.10
自引率
8.10%
发文量
105
审稿时长
3 months
期刊介绍: The international journal Road Materials and Pavement Design welcomes contributions on mechanical, thermal, chemical and/or physical properties and characteristics of bitumens, additives, bituminous mixes, asphalt concrete, cement concrete, unbound granular materials, soils, geo-composites, new and innovative materials, as well as mix design, soil stabilization, and environmental aspects of handling and re-use of road materials. The Journal also intends to offer a platform for the publication of research of immediate interest regarding design and modeling of pavement behavior and performance, structural evaluation, stress, strain and thermal characterization and/or calculation, vehicle/road interaction, climatic effects and numerical and analytical modeling. The different layers of the road, including the soil, are considered. Emerging topics, such as new sensing methods, machine learning, smart materials and smart city pavement infrastructure are also encouraged. Contributions in the areas of airfield pavements and rail track infrastructures as well as new emerging modes of surface transportation are also welcome.
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