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Journal of Zhejiang University SCIENCE A
ISSN 1673-565X(Print), 1862-1775(Online), Monthly
2025 Vol.26 No.3 P.177-193
Hydraulic conductivity of sand influenced by temperature and porosity in centrifugal tests
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.
Key words: Hydraulic conductivity of sand; Temperature; Porosity; Centrifugal acceleration; Kozeny-Carman equation
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。
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DOI:
10.1631/jzus.A2400216
CLC number:
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On-line Access:
2025-03-31
Received:
2024-04-24
Revision Accepted:
2024-06-14
Crosschecked:
2025-03-31