[1]刘忠玉,朱少培,崔鹏陆,等.半透水边界下饱和黏土地基的一维黏弹性固结分析[J].郑州大学学报(工学版),2022,43(05):71-77.[doi:10.13705/j.issn.1671-6833.2022.05.018]
　LIU Z Y,ZHU S P,CUI P L,et al.One-dimensional Viscoelastic Consolidation Analysis of Saturated Clay Layer with Semi-permeable Boundary[J].Journal of Zhengzhou University (Engineering Science),2022,43(05):71-77.[doi:10.13705/j.issn.1671-6833.2022.05.018]
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半透水边界下饱和黏土地基的一维黏弹性固结分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
43卷
期数:
2022年05期
页码:
71-77
栏目:
出版日期:
2022-08-22

文章信息/Info

Title:
One-dimensional Viscoelastic Consolidation Analysis of Saturated Clay Layer with Semi-permeable Boundary
作者:
刘忠玉;  朱少培;  崔鹏陆;  张家超
郑州大学土木工程学院;

Author(s):
LIU Z Y; ZHU S P; CUI P L; ZHANG J C
School of Civil Engineering, Zhengzhou University;

关键词:
Keywords:
DOI:
10.13705/j.issn.1671-6833.2022.05.018
文献标志码:
A
摘要:
为了深入探讨饱和黏土的流变特性,引入 Koeller 弹壶元件修正的分数阶 Merchant 模型描述土的黏弹性变形特性,并采用非牛顿指数描述的非 Darcy 渗流方程来描述土体固结过程中孔隙水的流动,重新推导了半透水边界下的饱和黏土一维流变固结方程。 采用隐式有限差分法求出了固结方程的数值解。 通过与有关文献中退化模型结果对比,验证了数值解法的有效性。 在此基础上,分析了半透水边界参数、非 Darcy 渗流模型参数以及分数阶 Merchant 流变模型参数对流变固结过程的影响。 结果表明:增大半透水边界参数能加快地基内孔压的整体消散速率以及地基沉降速率;分数阶 Merchant 模型参数中分数阶数和黏滞系数对地基沉降速率的影响更为显著,且对地基沉降速率的影响主要集中在固结进程的中后期;Kelvin 体与独立弹簧的模量之比对固结进程的影响也主要在中后期,且随着模量比的增大,地基的固结进程逐渐加快;非 Darcy 渗流延缓了土层的固结速率,且随着非牛顿指数的增大,地基的固结逐渐变慢。
Abstract:
ln order to further explore the rheological properties of saturated clay， the fraction-order Merchantmodel modified by Koeller’s spring-pot element was introduced to describe the viscoelastic deformation of soil,and the non-Darey flow equation described by non-Newtonion index was introduced to describe the pore walerflow during consolidation.T’he one-dimensional theological consolidation equation of salurated clay under semi-permeable boundary was re-derived. The numerical solution of consolidation equation was obtained by the im-plicit finite difference method. The effectiveness of the numerical method was verified by comparing with theresults of degradation models in related literature.On this basis , the effects of the paramelers of semi-permea-ble boundary ， non-Darcy flow and fractional-order Merchant’s rheological model on rheological consolidationprocess were investigaled. The calculation results illustrated that the increase of semi-permeable boundary pa-rameler could accelerale the dissipation of pore pressure and settlement of foundation. In the parameters of thefractional-order Merchant model，the order of fractional derivative and the viscosity coeficient have more sig-nificant effecls on the settlement rate of foundation ， and the influence on the settlemenl rale of foundation ismainly concentrated in the middle and late stages of consolidation process. The ratio of modulus of Kelvin’sbodly to independent spring had a major effect on the consolidation process in the middle stage，and with theincrease of modulus ratio，the consolidation process of foundation gradually accelerated. In addition ,the con-solidation rate of soil layer was delayed by non-Darcy flow , and the consolidation of layer was gradually sloweddown with the increase of non-Newtonian index.
更新日期/Last Update: 2022-08-23