疏水土阻水性能及评价方法研究OA
WATER-RESISTING ABILITY AND EVALUATION METHOD OF HYDRO-PHOBIC SOIL
水在土中的入渗和迁移是路基冻胀、边坡失稳等岩土工程灾害的重要原因.疏水土作为一种性质优良的新材料,可为解决此类问题提供新的思路.为探究疏水土的阻水性能,本文采用青海粉质黏土和新型疏水剂制备了疏水土,通过水滴入渗试验、浸泡试验、突破压力试验及核磁共振试验等对疏水土的湿润特性、突破压力、长期稳定性和孔隙水分布特征进行了系统研究.结果表明:(1)疏水土的斥水性随疏水剂掺量和压实度的增大而提高,青海粉质黏土的最佳疏水剂掺量为15.5%;(2)在长期浸泡条件下,疏水土样的含水量时程曲线呈幂函数形式,水分入渗速度逐渐变慢并趋近于0,试样的最终饱和度约为0.2;(3)在疏水剂掺量15.5%及压实度0.95的条件下,疏水土样的突破压力约为40 kPa.疏水土的突破压力受其孔径和接触角两个因素影响,且与孔径大小呈负相关,与接触角大小呈正相关;(4)长期浸泡后,疏水土的孔隙水含量比普通土低80%左右,疏水土中孔隙水包含薄膜水和毛细水(以后者为主),它们分别分布于0.01~0.1μm和1~4 μm两个孔径范围内.本研究可为疏水土的阻水性能评估及工程应用提供参考.
Water infiltration and migration in soils are major contributors to geotechnical engineering hazards such as roadbed frost heave and slope instability.As a novel material with excellent performance characteristics,hydrophobic soil offers a promising approach to addressing these issues.To evaluate the water-resisting capacity of hydrophobic soil,this study prepared a hydrophobic soil using Qinghai silty clay and a new hydrophobic additive.A series of experiments—including water droplet penetration tests,immersion tests,breakthrough pressure tests,and nuclear magnetic resonance(NMR)tests—were conducted to systematically investigate the wetting properties,breakthrough pressure,long-term stability,and pore water distribution characteristics of the material.The results indicate that:(1)The water repellency of hydrophobic soil increases with both additive content and compaction degree.The optimal hydrophobic additive content for Qinghai silty clay is 15.5%.(2)Under long-term immersion,the water content-time relationship of hydrophobic soil follows a power function.The infiltration rate gradually decreases and approaches zero,with the final saturation degree stabilizing at approximately 0.2.(3)At the optimal additive content of 15.5%and compaction degree of 0.95,the breakthrough pressure of hydrophobic soil is about 40 kPa.Breakthrough pressure is negatively correlated with pore size and positively correlated with contact angle.(4)After long-term immersion,the pore water content of hydrophobic soil is about 80%lower than that of ordinary soil.Pore water in hydrophobic soil consists mainly of capillary water,accompanied by adsorbed water,distributed in two pore size ranges:0.01~0.1 μm and 1~4 μm,respectively.This study provides a reference for evaluating the water-resisting performance and supporting the engineering application of hydrophobic soils.
石硕;李旭;吴永康;林宏杰
北京交通大学城市地下工程教育部重点试验室,北京 100044,中国北京交通大学城市地下工程教育部重点试验室,北京 100044,中国北京交通大学城市地下工程教育部重点试验室,北京 100044,中国||清华四川能源互联网研究院,成都 610213,中国中山大学土木工程学院,珠海 519082,中国
天文与地球科学
疏水土阻水性能突破压力孔隙水分布湿润性
Hydrophobic soilWater-resisting abilityBreakthrough pressurePore water distributionWettability
《工程地质学报》 2026 (2)
846-856,11
北京交通大学人才基金项目(资助号:2024XKRC006,2022XKRC005),北京市自然科学基金资助(资助号:8222028).This research is supported by the Talent Fund of Beijing Jiaotong University(Grant Nos.2024XKRC006,2022XKRC005)and Beijing Natural Sci-ence Foundation(Grant No.8222028).
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