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On-line Access: 2025-03-31

Received: 2024-04-24

Revision Accepted: 2024-06-14

Crosschecked: 2025-03-31

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Citations:  Bibtex RefMan EndNote GB/T7714

 ORCID:

Jianjian HE

https://ORCID:orcid.org/0000-0002-8583-1641

Yubing WANG

https://orcid.org/0000-0002-2398-6007

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Journal of Zhejiang University SCIENCE A 2025 Vol.26 No.3 P.177-193

http://doi.org/10.1631/jzus.A2400216


Hydraulic conductivity of sand influenced by temperature and porosity in centrifugal tests


Author(s):  Jianjian HE, Xihao JIANG, Yubing WANG

Affiliation(s):  Center for Hypergravity Experiment and Interdisciplinary Research, College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China

Corresponding email(s):   wangyubing@zju.edu.cn

Key Words:  Hydraulic conductivity of sand, Temperature, Porosity, Centrifugal acceleration, Kozeny-Carman equation


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Jianjian HE, Xihao JIANG, Yubing WANG. Hydraulic conductivity of sand influenced by temperature and porosity in centrifugal tests[J]. Journal of Zhejiang University Science A, 2025, 26(3): 177-193.

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Abstract: 
This study focused on the hydraulic conductivity of sand in centrifuge modeling. A self-designed temperature-controlled falling-head permeameter apparatus was used, and a series of falling-head seepage tests were performed on sand samples with various porosities at different temperatures and centrifugal accelerations. The objectives were to qualitatively and quantitatively investigate the effects of temperature, porosity, and centrifugal acceleration on the hydraulic conductivity of sand and to study the applicability of the kozeny-Carman equation for the centrifugal environment. Test results showed that in a similar temperature range and under the same porosity, the hydraulic conductivity of the sand is linearly correlated with centrifugal acceleration. When subjected to the same centrifugal acceleration and in a similar temperature range, the hydraulic conductivity of the sand exhibits an almost linear increase in relation to its porosity function (s3/(1-s)2); the functional relationships between the hydraulic conductivity of the sand and temperature, centrifugal acceleration level, and porosity were established using two pathways. When the centrifugal acceleration is less than 50g, the kozeny-Carman equation is effectively accurate in predicting the hydraulic conductivity of sand; however, when the centrifugal acceleration exceeds 50g, it is important to consider a significant error.

离心模型试验中温度及孔隙率对砂土渗透系数的影响研究

作者:何健健,蒋希豪,汪玉冰
机构:浙江大学,建筑工程学院,浙江大学超重力研究中心,中国杭州,310058
目的:超重力环境下土体渗透性的准确刻画是利用离心超重力模拟技术解决与渗流相关岩土工程问题的关键。本文旨在定性和定量研究温度、孔隙率和离心加速度对砂土渗透特性的影响,并探讨Kozeny-Carman(KC)方程在超重力环境中的适用性,为更高试验温度、更大离心加速度下砂土渗透系数的预测提供更准确的方法。
创新点:1.利用自研试验装置,定性及定量揭示了温度、孔隙率及离心加速度对砂土渗透系数的影响;2.利用本文建立的砂土渗透系数预测公式,评估了超重力环境下KC公式的适用性。
方法:1.通过自研试验装置(图1),开展超重力温控变水头渗流试验,定性揭示温度、离心加速度及孔隙率对砂土渗透系数的影响(图7和8);2.基于KC公式,通过两种拟合路径,逐步建立砂土渗透系数与温度、离心加速度和孔隙率之间的定量关系(公式(10)和(15));3.在更高试验温度、更大离心加速度下,将KC公式及本文所建立公式的计算结果进行对比,揭示KC公式在超重力环境中的适用性(图13)。
结论:1.在相近温度及相同孔隙率下,砂土渗透系数与离心加速度呈线性相关;在相同离心加速度和相近温度下,砂土渗透系数随孔隙率函数(s3/(1?s)2)几乎呈线性增加。2.通过两种途径获得了砂土渗透系数与温度、离心加速度水平和孔隙率之间的函数关系。3.当离心加速度小于50g时,KC方程可有效准确地预测砂土渗透系数;当离心加速度大于50g时,利用KC方程预测砂土渗透系数会产生显著误差。

关键词:砂土渗透系数;温度;孔隙率;离心加速度;Kozeny-Carman方程

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1]AubertinM, BussiereB, ChapuisRP, 1996. Hydraulic conductivity of homogenized tailings from hard rock mines. Canadian Geotechnical Journal, 33(3):470-482.

[2]ButterfieldR, 2000. Scale-modelling of fluid flow in geotechnical centrifuges. Soils and Foundations, 40(6):39-45.

[3]CarmanPC, 1939. Permeability of saturated sands, soils and clays. The Journal of Agricultural Science, 29(2):262-273.

[4]ChapuisRP, 2004. Predicting the saturated hydraulic conductivity of sand and gravel using effective diameter and void ratio. Canadian Geotechnical Journal, 41(5):787-795.

[5]ChenMH, PanHL, QiMZ, 2019. Principles of Chemical Engineering, 3rd Edition. East China University of Science and Technology Press, Shanghai, China, p.278-279 (in Chinese).

[6]ChenYL, IrfanM, UchimuraT, et al., 2019. Development of elastic wave velocity threshold for rainfall-induced landslide prediction and early warning. Landslides, 16(5):955-968.

[7]ChenYM, HanC, LingDS, et al., 2011. Development of geotechnical centrifuge ZJU400 and performance assessment of its shaking table system. Chinese Journal of Geotechnical Engineering, 33(12):1887-1894 (in Chinese).

[8]ChengC, JiaPJ, NiPP, et al., 2023. Upper bound analysis of longitudinally inclined EPB shield tunnel face stability in dense sand strata. Transportation Geotechnics, 41:101031.

[9]ChoWJ, LeeJO, ChunKS, 1999. The temperature effects on hydraulic conductivity of compacted bentonite. Applied Clay Science, 14(1-3):47-58.

[10]EismaJA, MerwadeVM, 2020. Investigating the environmental response to water harvesting structures: a field study in Tanzania. Hydrology and Earth System Sciences, 24(4):1891-1906.

[11]FanJY, RoweRK, 2024. An empirical equation predicting the saturated hydraulic conductivity of tailings. Canadian Geotechnical Journal, 61(9):2042-2047.

[12]FlintLE, SelkerJS, 2003. Use of porosity to estimate hydraulic properties of volcanic tuffs. Advances in Water Resources, 26(5):561-571.

[13]GaoXH, TianWP, LiJC, et al., 2023. Research on the stress and deformation characteristics of circular foundation pit during excavation in sand soil. Advances in Materials Science and Engineering, 2023:3008695.

[14]GarnierJ, GaudinC, SpringmanSM, et al., 2007. Catalogue of scaling laws and similitude questions in geotechnical centrifuge modelling. International Journal of Physical Modelling in Geotechnics, 7(3):1-23.

[15]HouYJ, WangX, 2023. Construction and operation of geotechnical centrifuge laboratories. Chinese Journal of Geotechnical Engineering, 45(11):2396-2402 (in Chinese).

[16]IkbariehA, IzadifarM, Abu-FarsakhMY, et al., 2023. A parametric study of embankment supported by geosynthetic reinforced load transfer platform and timber piles tip on sand. Transportation Geotechnics, 38:100901.

[17]JoshaghaniM, Ghasemi-FareO, 2021. Exploring the effects of temperature on intrinsic permeability and void ratio alteration through temperature-controlled experiments. Engineering Geology, 293:106299.

[18]KhalajzadehAK, ChoobbastiAJ, KutenaeiSS, 2023. Dynamic behaviour of a circular tunnel in the sand: a numerical verification of a centrifuge program. Tunnelling and Underground Space Technology, 138:105152.

[19]KoJH, PowellJ, JainP, et al., 2013. Case study of controlled air addition into landfilled municipal solid waste: design, operation, and control. Journal of Hazardous, Toxic, and Radioactive Waste, 17(4):351-359.

[20]LiLX, FuQH, HuangJJ, 2018. Centrifuge model tests on cantilever foundation pit engineering in sand ground and silty clay ground. Rock and Soil Mechanics, 39(2):529-536 (in Chinese).

[21]LiPN, XuYS, WangXW, 2023. Estimation of hydraulic conductivity by the modified Kozeny-Carman equation considering the derivation principle of the original equation. Journal of Hydrology, 621:129658.

[22]LiXD, QiuYY, LiHJ, et al., 2024. Influence of impact load on permeability of saturated calcareous sand. Marine Georesources & Geotechnology, 42(3):223-232.

[23]LiYL, TianC, WenLF, et al., 2021. A study of the overtopping breach of a sand-gravel embankment dam using experimental models. Engineering Failure Analysis, 124:105360.

[24]LingH, LingI, 2012. Centrifuge model simulations of rainfall-induced slope instability. Journal of Geotechnical and Geoenvironmental Engineering, 138(9):1151-1157.

[25]MeiSY, ZhongQM, ChenSS, et al., 2022. Investigation of the overtopping-induced breach of tailings dams. Computers and Geotechnics, 149:104864.

[26]NgCWW, 2014. The state-of-the-art centrifuge modelling of geotechnical problems at HKUST. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 15(1):1-21.

[27]NgCWW, CooJL, 2015. Hydraulic conductivity of clay mixed with nanomaterials. Canadian Geotechnical Journal, 52(6):808-811.

[28]NgCWW, FarivarA, GomaaSMMH, et al., 2021. Centrifuge modeling of cyclic nonsymmetrical thermally loaded energy pile groups in clay. Journal of Geotechnical and Geoenvironmental Engineering, 147(12):04021146.

[29]NomuraS, YamamotoY, SakaguchiH, 2018. Modified expression of Kozeny-Carman equation based on semilog-sigmoid function. Soils and Foundations, 58(6):1350-1357.

[30]QinCJ, HazarikaH, LiuGJ, et al., 2024. Seismic behavior of highway embankment reinforced with remedial countermeasures on saturated loose sandy layer. Transportation Geotechnics, 45:101183.

[31]SailerE, TabordaDMG, ZdravkovićL, et al., 2021. Thermo-hydro-mechanical interactions in porous media: implications on thermo-active retaining walls. Computers and Geotechnics, 135:104121.

[32]SchofieldAN, 1980. Cambridge geotechnical centrifuge operations. Géotechnique, 30(3):227-268.

[33]SharmaJS, SamarasekeraL, 2007. Effect of centrifuge radius on hydraulic conductivity measured in a falling-head test. Canadian Geotechnical Journal, 44(1):96-102.

[34]SinghDN, GuptaAK, 2000. Modelling hydraulic conductivity in a small centrifuge. Canadian Geotechnical Journal, 37(5):1150-1155.

[35]SuLJ, ZhangYJ, WangTX, 2014. Investigation on permeability of sands with different particle sizes. Rock and Soil Mechanics, 35(5):1289-1294 (in Chinese).

[36]SunY, ZhaoY, ZhangDL, 2019. Surface subsidence of pit-in-pit foundation in sand-cobble stratum in Beijing area. Proceedings of the Institution of Civil Engineers-Ground Improvement, 172(2):96-107.

[37]TanTS, ScottRF, 1985. Centrifuge scaling considerations for fluid-particle systems. Géotechnique, 35(4):461-470.

[38]TanTS, ScottRF, 1987. Discussion: centrifuge scaling considerations for fluid-particle systems. Géotechnique, 37(1):131-133.

[39]ThusyanthanNI, MadabhushiSPG, 2003. Scaling of seepage flow velocity in centrifuge models. Acta Gastroenterologica Latinoamericana, 38(2):105-115.

[40]van TonderWD, JacobszSW, 2017. Seepage column hydraulic conductivity tests in the geotechnical centrifuge. Journal of the South African Institution of Civil Engineering, 59(3):16-24.

[41]WangLJ, ZhuB, ChenYM, et al., 2022. Centrifuge modelling on behaviour of hydrate bearing sediments during gas production by depressurization. Proceedings of the 10th International Conference on Physical Modelling in Geotechnics, p.495-499.

[42]WangNX, ZhangWM, GuXW, et al., 2013. Centrifugal model test on seepage characteristics of high core rockfill dam. Rock and Soil Mechanics, 34(10):2769-2773 (in Chinese).

[43]WangQS, ChenZY, SuiHB, et al., 2011. Modelling seepage flow velocity in centrifuge models. Chinese Journal of Geotechnical Engineering, 33(8):1235-1239 (in Chinese).

[44]WangY, ShiB, GaoL, et al., 2010. Laboratory tests for temperature effects of clayey soil permeability. Journal of Engineering Geology, 18(3):351-356 (in Chinese).

[45]WangY, RenYB, YangQ, 2017. Experimental study on the hydraulic conductivity of calcareous sand in South China Sea. Marine Georesources & Geotechnology, 35(7):1037-1047.

[46]WenLF, ChaiJR, WangX, et al., 2015. Behaviour of concrete-face rockfill dam on sand and gravel foundation. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 168(5):439-456.

[47]XiongZC, 2018. Analysis for Heat Transfer and Multi-Field Coupling of Energy Geostructures. MS Thesis, Tsinghua University, Beijing, China(in Chinese).

[48]YangYS, YuHT, YuanY, et al., 2021. 1g shaking table test of segmental tunnel in sand under near-fault motions. Tunnelling and Underground Space Technology, 115:104080.

[49]YeW, HuJ, MaFH, 2021. Centrifuge model study on the influence of desiccation cracks on the seepage behavior of upstream clay anti-seepage system subjected to abrupt flood. Bulletin of Engineering Geology and the Environment, 80(6):5075-5090.

[50]YeWM, WanM, ChenB, et al., 2013. Temperature effects on the swelling pressure and saturated hydraulic conductivity of the compacted GMZ01 bentonite. Environmental Earth Sciences, 68(1):281-288.

[51]YeZG, WangLJ, ZhuB, et al., 2022. A thermo-hydro-chemo-mechanical coupled model for natural gas hydrate-bearing sediments considering gravity effect. Journal of Natural Gas Science and Engineering, 108:104823.

[52]ZengX, SuJ, WangHY, et al., 2022. Centrifuge modeling of chloride ions completely breakthrough kaolin clay liner. Sustainability, 14(12):6976.

[53]ZhangLC, ZhongQM, YangM, et al., 2023. Centrifugal model tests on overtopping-induced breaching of landslide dams. Chinese Journal of Geotechnical Engineering, 45(S1):197-200 (in Chinese).

[54]ZhaoJB, ChenL, CollinF, et al., 2016. Numerical modeling of coupled thermal-hydro-mechanical behavior of GMZ bentonite in the China-mock-up test. Engineering Geology, 214:116-126.

[55]ZhaoYY, YangY, LingXZ, et al., 2021. Dynamic behavior of natural sand soils and fiber reinforced soils in heavy-haul railway embankment under multistage cyclic loading. Transportation Geotechnics, 28:100507.

[56]ZhengJ, LiYC, KeH, et al., 2022. Centrifuge and numerical modeling of the impact of sediment consolidation induced by capping on contaminant transportation. Bulletin of Engineering Geology and the Environment, 81(11):487.

[57]ZhongY, ZhouAN, DuJP, et al., 2023. Modified Kozeny-Carman equation for estimating hydraulic conductivity in nanoscale pores of clayey soils with active surfaces. Journal of Hydrology, 626:130209.

[58]ZhuZH, ZhangF, DuplaJC, et al., 2021. Assessment of tamping-based specimen preparation methods on static liquefaction of loose silty sand. Soil Dynamics and Earthquake Engineering, 143:106592.

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