THE EFFECTIVE STRESS PRINCIPLE: INCREMENTAL OR FINITE FORM?     

BERNHARD A. SCHREFLER  DARIUSZ GAWIN 《国际地质力学数值与分析法杂志》1996,20(11):785-814

Different expressions of the effective stress principle can be found in the literature, in particular some are written in finite form and others in incremental form. For the purpose of the paper we take for granted that stress–strain relationships exist or can be obtained for the effective stress coming from both formulations. We investigate the consequences of the choice of particular finite or differential forms when they are introduced in a weak form of the linear momentum balance equation of two- of three-phase porous media for its numerical solution. For partially saturated geomaterials the importance of the capillary pressure–saturation relationship is pointed out.  相似文献   

EXPERIMENTAL AND NUMERICAL SIMULATION OF SOLUTE TRANSPORT IN HETEROGENEOUS POROUS MEDIA     

A. BOUHROUM  M. BAI 《国际地质力学数值与分析法杂志》1996,20(3):155-171

The effect of heterogeneity on solute transport in porous media is examined by means of physical experiments and controlled numerical simulations. The special cases of layered, clogged and aggregated porous media are particularly investigated. The breakthrough curves (BTCs) obtained from some sections of the physical models are extremely distorted with extended concentration tails. These tailings are caused by different trajectories of the tracer through fine (millimeter and centimeter) scale spatial heterogeneities. On the other hand, BTCs in sections of the physical models having no heterogeneous nature, showed classical ‘S’-shape. A computer simulation based on an improved capacitance model was used to match the experimental data. The BTCs can be represented adequately by the model. However, it seems necessary to determine the fitting parameters experimentally in order to relate them to actual physical phenomena.  相似文献   

Implementation of porous material through eco-tech for deep cement–soil mixing     

You-Seong Kim  Se-Gwan Seo  Hyoung-Woo Ko 《Marine Georesources & Geotechnology》2018,36(8):931-939

  相似文献   

孤立波与直墙式多孔介质结构相互作用数值分析   总被引：2，自引：1，他引：1  

宋帅  尤云祥  魏岗 《海洋工程》2007,25(4):7-14

以连续性方程和雷诺平均方程为控制方程,用k-ε模型封闭方程组,采用VOF方法追踪自由面,建立了具有造波和消波功能的二维孤立波数值水槽。并基于改进的Darcy多孔介质模型研究了二维孤立波与直墙式多孔介质结构的相互作用问题。数值分析了孤立波与直墙式多孔结构相互作用引起的流场和波形变化特性,并与文献中的实验结果进行了比较,数值结果与实验结果吻合良好。  相似文献   

平面S波在饱和多孔热弹性介质边界的反射问题研究          下载免费PDF全文

柳鸿博  周凤玺  郝磊超 《地震工程学报》2021,43(1):105-112

针对饱和多孔介质中热弹性波的传播特性问题,基于多孔介质理论和广义的热弹性模型,研究平面S波在饱和多孔热弹性介质边界上的反射问题.以考虑流-固耦合的饱和多孔介质波动方程和热-弹耦合的广义热弹性基本方程出发,建立饱和多孔介质的热-流-固耦合弹性波动模型.通过引入势函数并考虑自由透水和绝热的边界条件,经过理论推导最终给出在饱...  相似文献   

The dimensional character of permeability: Dimensionless groups that govern Darcy's flow in anisotropic porous media     

Iván Alhama  Encarnación Martínez-Moreno  Gonzalo García-Ros 《国际地质力学数值与分析法杂志》2023,47(1):129-141

  相似文献   

透水cosine-type同心圆柱波浪绕射研究          下载免费PDF全文

岳景云  翁文凯 《海洋工程》2014,32(6):1-8

在势能流及微小振幅波理论假设下,采用复合边界元素法(CBEM)数值解析规则波通过单根外壁透水cosine-type型同心圆柱结构物绕射。将cosine-type外壁不透水条件改为透水外,并在内部设有一半径为b的不透水内圆柱共同组成同心圆柱,为了验证CBEM数值模式正确性与可行性,将其退化成圆柱,均得到合理结果。数值计算条件包含波浪正向入射凸端、透水参数及绕射参数,探讨波浪通过单根cosine-type同心圆柱体四周水面波动变化情况,并与双重圆筒同心圆柱作比较。计算结果显示结构物外壁采用透水型式,可以大幅降低cosine-type同心圆柱体四周整个波浪绕射场的水面波动。  相似文献   

The influence of anisotropy on compaction bands: The case of coaxiality between stress and fabric anisotropy tensors     

Chara Prassa  Sotiris Alevizos  Manolis Veveakis  Yannis F. Dafalias 《国际地质力学数值与分析法杂志》2022,46(1):68-88

Compaction bands are localized failure patterns that appear in highly porous rock material under the effect of relatively high confining pressure. Being affected mainly by volumetric compression, these bands appear to be almost perpendicular to the most compressive principal stress of a stress state at the so-called “cap” of the yield surface (YS). In this study, we focus on the mechanism that leads to the onset of compaction bands by using a viscoplasticity model able to describe the post-localization response of these materials. The proposed constitutive framework is based on the overstress theory of Perzyna (1966) and the anisotropic clay plasticity model of Dafalias (1986), which provides not only the necessary “cap” of the YS, but introduces a rotational hardening (RH) mechanism, thus, accounting for the effect of fabric anisotropy. Following the analysis of Veveakis and Regenauer-Lieb (2015), we identify the compaction bands as “static” cnoidal wave formations in the medium that occur at a post-yield regime, and we study the effect of rotational and isotropic hardening on their onset. Moreover, we determine a theoretical range of confining pressures in triaxial compression tests for the compaction bands to develop. Under the assumption of coaxiality between stress and anisotropy tensors, the results show that the isotropic hardening promotes compaction localization, whereas the RH has a slightly negative effect on the onset of compaction localization.  相似文献