基于流固耦合试验的k-n表达式探讨

李正辉, 王世梅, 郭振, 鲁芃, 金来福

长江科学院院报 ›› 2017, Vol. 34 ›› Issue (8) : 106-110.

PDF(2346 KB)
PDF(2346 KB)
长江科学院院报 ›› 2017, Vol. 34 ›› Issue (8) : 106-110. DOI: 10.11988/ckyyb.20160479
岩土工程

基于流固耦合试验的k-n表达式探讨

  • 李正辉1, 王世梅1, 2, 3, 郭振1, 鲁芃1, 金来福1
作者信息 +

Expression of k-n Based on Fluid-solid Coupling Experiment

  • LI Zheng-hui1, WANG Shi-mei1, 2, 3, GUO Zhen1, LU Peng1, JIN Lai-fu1
Author information +
文章历史 +

摘要

k-n关系是岩土工程流固耦合分析计算中的一个关键表达式,常规的室内渗透试验由于没有考虑到渗流过程中的流固耦合效应,因而得到的k-n关系与实际情况有偏差。为得到更精确的k-n关系,采用自主研发的SRS-1型渗流和蠕变耦合试验仪开展了各种不同固结压力下的三轴流固耦合试验,获得了渗流过程中土样孔隙率随时间的变化曲线,拟合得到了考虑流固耦合与不考虑流固耦合的k-n表达式,并对考虑流固耦合、不考虑流固耦合及Kozeny-Caman经验公式给出的3种k-n表达式进行了对比分析。将3种表达式分别用于考虑流固耦合效应的一维饱和地基固结的数值模拟,将计算结果与非流固耦合方法计算结果进行比较。结果表明:渗流过程中土的孔隙率是动态变化的,为得到更精确的k-n关系,应考虑渗流过程中的流固耦合效应;工程中的土体固结问题实际是一个流固耦合问题,不能按非流固耦合方法计算,否则产生的误差非常大;当前流固耦合数值模拟中被广泛使用的Kozeny-Caman经验公式不能很好地反映黏土k-n的关系,在数值计算中造成的误差非常大,因此不建议使用;为了提高数值模拟结果的准确性,建议采用考虑流固耦合效应的k-n表达式。

Abstract

The expression of k-n is crucial in the analysis and calculation of fluid-solid coupling problems in geotechnical engineering. The relationship of k-n obtained from conventional laboratory seepage test deviates from reality as the fluid-solid coupling effect is not considered. To get a more accurate relationship between porosity and permeability coefficient, triaxial fluid-solid coupling test under varying consolidation pressure was conducted on a self-developed SRS-1 seepage and creep coupling test apparatus. The variation of porosity against time was obtained, and the fitted expressions of k-n with and without fluid-solid coupling effect are acquired. The expressions together with Kozeny-Caman's empirical formula were analyzed and then were used in the numerical simulation of one-dimensional saturated foundation consolidation in consideration of fluid-solid coupling. Then the calculation results were compared with the result of classical seepage mechanics method. Results show that 1) fluid-solid coupling effect should be taken into consideration as porosity changes dynamically in the process of seepage; 2) fluid-solid coupling problem should not be solved with classical seepage mechanics method, otherwise the error is too big; 3) since Kozeny-Caman's empirical formula, which is widely used in numerical simulation of fluid-solid coupling problem, could not accurately reflect the relationship between permeability coefficient and porosity of clay, we do not recommend it for numerical modeling; 4) the expression of k-n in consideration of fluid-solid coupling effect is recommended to improve the accuracy of numerical simulation results.

关键词

流固耦合 / 渗流试验 / k-n关系 / 数值模拟 / 地基固结

Key words

fluid-solid coupling / seepage test / k-n relationship / numerical modeling / consolidation of foundation

引用本文

导出引用
李正辉, 王世梅, 郭振, 鲁芃, 金来福. 基于流固耦合试验的k-n表达式探讨[J]. 长江科学院院报. 2017, 34(8): 106-110 https://doi.org/10.11988/ckyyb.20160479
LI Zheng-hui, WANG Shi-mei, GUO Zhen, LU Peng, JIN Lai-fu. Expression of k-n Based on Fluid-solid Coupling Experiment[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(8): 106-110 https://doi.org/10.11988/ckyyb.20160479
中图分类号: TU411.4   

参考文献

[1] 张克恭,刘松玉.土力学[M]. 北京:中国建筑工业出版社, 2001.
[2] 冉启全, 李士伦. 流固耦合油藏数值模拟中物性参数动态模型研究[J]. 石油勘探与开发, 1997, 24(3): 61-65.
[3] 李 平, 骆亚生. 饱和土的三轴渗透试验研究[J]. 路基工程, 2006 ,(6): 32-33.
[4] 柯 瀚, 王文芳, 魏长春, 等. 填埋体饱和渗透系数影响因素室内研究[J]. 浙江大学学报 (工学版), 2013, 47(7): 1164-1170.
[5] 唐延贵. 降雨条件下非饱和土流—固耦合试验与数值研究[D].成都:成都理工大学, 2013.
[6] KLEINBERG R L, FLAUM C, GRIFFIN D D, et al . Deep Sea NMR: Methane Hydrate Growth Habit in Porous Media and Its Relationship to Hydraulic Permeability, Deposit Accumulation, and Submarine Slope Stability[J]. Journal of Geophysical Research: Solid Earth, 2003, 108(B10):429-432.
[7] 王春波, 丁文其, 刘书斌, 等. 各向异性渗透系数随应变场动态变化分析[J]. 岩石力学与工程学报,2014,33(增1):3015-3021.
[8] SINGH P N, WALLENDER W W. Effects of Adsorbed Water Layer in Predicting Saturated Hydraulic Conductivity for Clays with Kozeny-Carman Equation[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2008, 134(6): 829-836.

PDF(2346 KB)

Accesses

Citation

Detail

段落导航
相关文章

/