水力梯度对滤层细颗粒输移规律影响试验研究OA
Experimental Study on the Influence of Hydraulic Gradient on the Transport Law of Fine Particles in Filter Layers
实际工程中,堤坝水库上下游水头差的动态变化(包括幅度变化及往复波动)加剧滤层土体渗透失稳风险,其颗粒输移机理亟待深入研究.利用自行研制的大型渗透仪,采用无黏性黄沙作为基料,河卵石作为滤料,在保持滤料和基料组成相同的条件下,分别研究不同的水头差变化幅度和水头差往复变化的条件下对滤层细颗粒的输移规律的影响.研究结果表明:随水头差变化幅度增大,渗透破坏提前发生,被保护土抗渗能力降低;临界水力梯度和破坏水力梯度下降,二者界限模糊,系统抗渗能力减弱;水头差越大,颗粒起动和输移所需水力梯度越低,渗透破坏更易发生.往返水头差幅度增大,系统稳定性降低,颗粒更易起动并输移至滤层外;即使稳定水头下未破坏,较大往返水头幅度仍可能诱发失稳,加速颗粒输移;幅度越大,渗透破坏过程越短,破坏突发性增强,防范难度加大.水位突升突降或大幅波动导致水压力难以消散,超静孔隙水压力积聚,削弱土体有效应力,降低系统稳定性;相同水头差幅度下,往返水头作用进一步削弱基料-滤层系统抗渗能力,影响随幅度增大而加剧,增加系统失稳风险.
In actual engineering projects,dynamic changes in the head difference between the upstream and downstream of embankment reservoirs(including amplitude changes and reciprocating fluctuations)exacerbate the risk of filter layer soil permeability instability.The particle transport mechanism requires further in-depth study.Using a self-developed large-scale permeameter,non-cohesive yellow sand was used as the base material and river pebbles as the filter material.Under the premise of keeping the composition of the filter and base materials unchanged,the effects of different pressure amplitudes and varying pressurization methods on the transport behavior of fine particles in the filter layer were investigated.The results indicate that as the amplitude of the head difference increases,seepage failure occurs in advance,and the anti-seepage capacity of the protected soil decreases.The critical hydraulic gradient and failure hydraulic gradient decrease,with their boundary becoming blurred,leading to a weakened anti-seepage capacity of the system.The larger the head difference,the lower the hydraulic gradient required for particle initiation and transport,making seepage failure more likely to occur.As the amplitude of the cyclic head difference increases,the system stability decreases,and particles are more likely to initiate and transport outside the filter layer.Even if no failure occurs under a steady head,a larger cyclic head amplitude may still induce instability and accelerate particle transport.The larger the amplitude,the shorter the seepage failure process,the more sudden the failure,and the greater the difficulty in prevention.Sudden rises or drops,or significant fluctuations in water level hinder the dissipation of water pressure,leading to the accumulation of excess pore water pressure,which weakens the effective stress of the soil and reduces system stability.Under the same head difference amplitude,cyclic head effects further weaken the anti-seepage capacity of the base-filter system,with the impact intensifying as the amplitude increases,thereby raising the risk of system instability.
段振益;董伟;赵旭;梁越;许彬;赵硕
中交二航局第二工程有限公司,湖北 武汉 430000中交二航局第二工程有限公司,湖北 武汉 430000中交第二航务工程局有限公司,湖北 武汉 430000重庆交通大学国家内河航道整治工程技术研究中心,重庆 400074||重庆交通大学河海学院,重庆 400074重庆交通大学国家内河航道整治工程技术研究中心,重庆 400074||重庆交通大学河海学院,重庆 400074重庆交通大学河海学院,重庆 400074
建筑与水利
基料-滤层系统室内试验水力梯度渗透破坏细颗粒输移
base-filter systemlaboratory experimenthydraulic gradientseepage failurefine particle transport
《中国农村水利水电》 2026 (4)
1-6,6
国家自然科学基金面上项目(52379097)重庆市水利科技重点项目(CQSLK-2024005).
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