Effects of Soil Parameters Uncertainties on the Behaviour of Anisotropic Porous Media to Shear Waves

IF 0.5 Q4 ENGINEERING, GEOLOGICAL International Journal of Geotechnical Earthquake Engineering Pub Date : 2019-07-01 DOI:10.4018/ijgee.2019070103
Amina Sadouki, Z. Harichane, A. Erken
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Abstract

In the present study, the wave equations for shear waves propagating in anisotropic fluid-saturated porous media are established in order to obtain the solutions in terms of displacements and dispersion equation. The wave velocities in the vertical and horizontal directions are derived. The uncertainties of the soil parameters due to their spatial variability are taken into account via Monte Carlo Simulations. The results are restricted to the effects of the porosity and permeability uncertainties on the phase velocity and attenuation for SH wave in addition to the anisotropy for Love wave. Results show that the mean velocities are more sensitive to the random variations of the permeability than to that of the porosity, but both phase velocity and attenuation decrease as the uncertainties increase. On the other hand, the anisotropy level and the randomness significantly affect the dispersion of Love waves. The present approach which converts a deterministic solution in a probabilistic one may be used as an everyday tool for practical applications of shear wave propagation in random media.
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土体参数不确定性对各向异性多孔介质剪切波行为的影响
本文建立了横波在各向异性流体饱和多孔介质中传播的波动方程,得到了用位移方程和色散方程表示的解。得到了垂直和水平方向上的波速。通过蒙特卡罗模拟,考虑了土壤参数的空间变异性所带来的不确定性。结果仅限于孔隙度和渗透率的不确定性对SH波相速度和衰减的影响,以及Love波的各向异性。结果表明,相对于孔隙度的随机变化,平均速度对渗透率的随机变化更为敏感,但相速度和衰减随不确定性的增加而减小。另一方面,各向异性水平和随机性显著影响Love波的色散。本方法将确定性解转化为概率解,可作为随机介质中横波传播实际应用的日常工具。
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来源期刊
CiteScore
1.90
自引率
25.00%
发文量
11
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