地下水渗流作用下泥质粉砂岩颗粒迁移质量流失的试验研究
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1.华东交通大学土木建筑学院,江西 南昌 330013 ;2.华东交通大学江西建筑设计院有限公司,江西 南昌 330013

作者简介:

吴浪(2001—),男,硕士研究生,研究方向为隧道与地下工程。E-mail:18279252642@163.com。

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中图分类号:

TU411;[U24]

基金项目:

国家自然科学基金项目(42177162,52368053)


Experimental Study of Particle Migration Mass Loss in Muddy Siltstone Under Groundwater Seepage Effects
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Affiliation:

1.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang 330013 China ;2.East China Jiaotong University Jiangxi Architectural Design Institute Co., Ltd., Nanchang 330013 , China

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    摘要:

    南昌地铁隧道下伏风化泥质粉砂岩长期受地下水渗流侵蚀,导致细小颗粒迁移流失,破坏岩体结构,影响隧道安全运营。为研究地下水渗流对颗粒迁移的影响机制,开展地下水渗流作用下风化泥质粉砂岩颗粒迁移质量流失试验,并探究试样质量流失率、孔隙度、压实厚度与Talbol幂指数n的相互关系。研究结果表明:试样质量流失率随时间呈先增大后减小的变化趋势;试样中细颗粒比例上升,孔隙度变化幅度增大,各组试样孔隙度在前10~20 min变化较快,质量流失较多;试样渗透率受孔隙度和级配的共同影响,渗透率与孔隙度呈幂指数函数关系,系数krn的升高呈良好的对数型函数趋势增大,而系数λr则随n呈线性增大,相关系数均大于0.99。

    Abstract:

    The underlying weathered argillaceous siltstone of Nanchang Metro tunnel is eroded by groundwater seepage for a long time, which leads to the migration and loss of fine particles, destroys the rock mass structure and affects the safe operation of the tunnel. In order to study the influence mechanism of groundwater seepage on particle migration, the mass loss test of weathered argillaceous siltstone particle migration under groundwater seepage was carried out, the relationship between the Talbol power exponent n and the mass loss rate, porosity and compaction thickness of the sample was investigated. The results show that the mass loss rate of the samples under different compaction thickness increases first and then decreases with time. The proportion of fine particles in the sample increases, and the variation range of porosity increases, the porosity of each group of samples changes rapidly in the first 10~20 min, and the mass loss is more obvious. The permeability of the sample is affected by both porosity and gradation. The relationship between permeability and porosity is a power exponential function, and the coefficient kr increases with the increase of n in a good logarithmic function, the coefficient λr increases linearly with n, and the correlation coefficients are all greater than 0.99.

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吴浪,石钰锋,王超.地下水渗流作用下泥质粉砂岩颗粒迁移质量流失的试验研究[J].华东交通大学学报,2025,42(1):8-15.
Wu Lang, Shi Yufeng, Wang Chao. Experimental Study of Particle Migration Mass Loss in Muddy Siltstone Under Groundwater Seepage Effects[J]. JOURNAL OF EAST CHINA JIAOTONG UNIVERSTTY,2025,42(1):8-15

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  • 收稿日期:2024-04-17
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  • 在线发布日期: 2025-03-24
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