CHEMO-PLASTICITY OF CLAYS SUBJECTED TO STRESS AND FLOW OF A SINGLE CONTAMINANT     

T. Hueckel 《国际地质力学数值与分析法杂志》1997,21(1):43-72

Isothermal chemo-elasto-plasticity of clays is discussed, to describe strains induced in clay by permeation of it with a low dielectric constant organic contaminant, in the presence of stress. The strain is crucial in controlling permeability changes in chemically affected clay barriers of landfills and impoundments. The theory encompasses chemical softening or yield surface reduction, coefficient of chemical reversible expansion or contraction due to mass concentration increase, as well as chemical sensitivity of bulk plastic modulus. The experiments on chemistry and stress dependent permeability of Sarnia clay performed by Fernandez and Quigley (1985, 1991) are interpreted using this model. The numerical representations of the chemo-plastic softening function and the chemo-elastic strain function, as well as plastic bulk modulus sensitivity to concentration are evaluated for dioxane and ethanol. Specific requirements for the tests for chemo-plastic behavior of clays are discussed. © 1997 by John Wiley & Sons, Ltd.  相似文献   

A METHOD TO CORRECT YIELD SURFACE DRIFT IN SOIL PLASTICITY UNDER MIXED CONTROL AND EXPLICIT INTEGRATION     

Hans Mattsson  Kennet Axelsson  Marek Klisinski 《国际地质力学数值与分析法杂志》1997,21(3):175-197

When applying an explicit integration algorithm in e.g. soil plasticity, the predicted stress point at the end of an elastoplastic increment of loading might not be situated on the updated current yield surface. This so-called yield surface drift could generally be held under control by using small integration steps. Another possibility, when circumstances might demand larger steps, is to adopt a drift correction method. In this paper, a drift correction method for mixed control in soil plasticity, under drained as well as undrained conditions, is proposed. By simulating triaxial tests in a Constitutive Driver, the capability and efficiency of this correction method, under different choices of implementation, have been analysed. It was concluded that the proposed drift correction method, for quite marginal additional computational cost, was able to correct successfully for yield surface drift giving results in close agreement to those obtained with a very large number of integration steps. © 1997 by John Wiley & Sons, Ltd.  相似文献   

Formulation of a unified constitutive model for clays and sands     

Juan M. Pestana  Andrew J. Whittle 《国际地质力学数值与分析法杂志》1999,23(12):1215-1243

This paper presents a new generalized effective stress model, referred to as MIT-S1, which is capable of predicting the rate independent, effective stress–strain–strength behaviour of uncemented soils over a wide range of confining pressures and densities. Freshly deposited sand specimens compressed from different initial formation densities approach a unique condition at high stress levels, referred to as the limiting compression curve (LCC), which is linear in a double logarithmic void ratio, e, mean effective stress space, p′. The model describes irrecoverable, plastic strains which develop throughout first loading using a simple four-parameter elasto-plastic model. The shear stiffness and strength properties of sands in the LCC regime can be normalized by the effective confining pressure and hence can be unified qualitatively, with the well-known behaviour of clays that are normally consolidated from a slurry condition along the virgin consolidation line (VCL). At lower confining pressures, the model characterizes the effects of formation density and fabric on the shear behaviour of sands through a number of key features: (a) void ratio is treated as a separate state variable in the incrementally linearized elasto-plastic formulation: (b) kinematic hardening describing the evolution of anisotropic stress–strain properties: (c) an aperture hardening function controls dilation as a function of ‘formation density’; and (d) the use of a single lemniscate-shaped yield surface with non-associated flow. These features enable the model to describe characteristic transitions from dilative to contractive shear response of sands as the confining pressure increases. This paper summarizes the procedures used to select input parameters for clays and sands, while a companion paper compares model predictions with measured data to illustrate the model capability for describing the shear behaviour of clays and sands. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Plasticity solutions for soil behaviour around contracting cavities and tunnels     

H.S. Yu  R.K. Rowe 《国际地质力学数值与分析法杂志》1999,23(12):1245-1279

The action of tunnel excavation reduces the in-situ stresses along the excavated circumference and can therefore be simulated by unloading of cavities from the in-situ stress state. Increasing evidence suggests that soil behavior in the plane perpendicular to the tunnel axis can be modelled reasonably by a contracting cylindrical cavity, while movements ahead of an advancing tunnel heading can be better predicted by spherical cavity contraction theory. In the past, solutions for unloading of cavities from in-situ stresses in cohesive-frictional soils have mainly concentrated on the small strain, cylindrical cavity model. Large strain spherical cavity contraction solutions with a non-associated Mohr–Coulomb model do not seem to be widely available for tunnel applications. Also, cavity unloading solutions in undrained clays have been developed only in terms of total stresses with a linear elastic-perfectly plastic soil model. The total stress analyses do not account for the effects of strain hardening/softening, variable soil stiffness, and soil stress history (OCR). The effect of these simplifying assumptions on the predicted soil behavior around tunnels is not known. In this paper, analytical and semi-analytical solutions are presented for unloading of both cylindrical and spherical cavities from in-situ state of stresses under both drained and undrained conditions. The non-associated Mohr-Coulomb model and various critical state theories are used respectively to describe the drained and undrained stress-strain behaviors of the soils. The analytical solutions presented in this paper are developed in terms of large strain formulations. These solutions can be used to serve two main purposes: (1) to provide models for predicting soil behavior around tunnels; (2) to provide valuable benchmark solutions for verifying various numerical methods involving both Mohr–Coulomb and critical state plasticity models. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Pile driving by numerical cavity expansion     

Mounir E. Mabsout  Salah M. Sadek  Toufic E. Smayra 《国际地质力学数值与分析法杂志》1999,23(11):1121-1140

A cavity expansion procedure for the simulation of pile driving is presented and assessed in this paper. The analysis uses a non-linear finite-element model and the penetration of the pile into the soil is simulated by a radial opening of the soil around the pile. The case of a pile advanced by expansion will be compared to a similar pile subjected to computational driving (referred to, respectively, as ‘expanded’ and ‘driven’ piles for convenience). The state of stress and deformation, and the evolution of pore-water pressure in the soil will be monitored for the expanded and driven piles. Further computational driving will be applied to both cases and the pile response and soil resistance will be compared. The computational cost of advancing the pile by expansion will finally be investigated. Copyright © John Wiley & Sons, Ltd.  相似文献   

Limit state analysis of earthen slopes using dual continuum/FEM approaches     

Colby C. Swan  Young-Kyo Seo 《国际地质力学数值与分析法杂志》1999,23(12):1359-1371

A framework alternative to that of classical slope stability analysis is developed, wherein the soil mass is treated as a continuum and in-situ soil stresses and strengths are computed accurately using inelastic finite element methods with general constitutive models. Within this framework, two alternative methods of stability analysis are presented. In the first, the strength characteristics of the soil mass are held constant, and the gravitational loading on the slope system is increased until failure is initiated by well-defined mechanisms. In the second approach, the gravity loading on the slope system is held constant, while the strength parameters of the soil mass are gradually decreased until well-defined failure mechanisms develop. Details on applying both of the proposed methods, and comparisons of their characteristics on a number of solved example problems are presented. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

Use of sparse iterative methods for the resolution of three-dimensional soil/structure interaction problems     

H. Mroueh  I. Shahrour 《国际地质力学数值与分析法杂志》1999,23(15):1961-1975

In this paper we present a study of the performance of sparse iterative solvers regarding the resolution of three-dimensional and non-linear problems encountered in soil/structure interaction. It is composed of two parts. In the first one, we present briefly iterative methods and preconditioners used in this study, then we analyse their performance on three soil/structure interaction problems: a shallow foundation under a vertical loading, a single pile subjected to a lateral loading and the construction of a lined tunnel in a soft soil. Tests are performed assuming an elastic–perfectly plastic constitutive law for the soil material with a non-associated Mohr–Coulomb flow rule. Copyright © 1999 John Wiley & Sons, Ltd.  相似文献   

金沙江观音岩水库消落带绝对优势植物的表型可塑性与适应策略     

江维薇  查子霞  肖衡林 《湖泊科学》2024,36(1):261-273

金沙江是长江上游梯级大库富集之地,在金沙江地区选择典型水库开展植物表型可塑性和适应策略研究对该区一众水库生态治理具有重要的参考价值。本文以金沙江观音岩水库消落带为研究区,定量比较了经多年周期性水淹干扰后,绝对优势植物根茎叶性状的表型可塑性,分析了绝对优势植物应对主导因子的关键性状及其协同响应特征和权衡策略。结果表明:1)调查共记录了植物种类11科21属21种,优势度大于0.1的仅有狗牙根和苍耳,为绝对优势种。2)淹水对狗牙根和苍耳功能性状具有极显著影响,是二者功能性状变异的主导因子。3)狗牙根的株高、主茎长、分茎数量、主茎宽、叶片数量和叶面积,以及苍耳的分茎数量、叶片数量、根冠比和比叶面积的表型可塑性指数均超过0.6,是应对淹水的敏感性状。但是,狗牙根的叶片数量、叶面积以及苍耳的比叶面积对淹水的可塑性响应表现出短期时效性,为非适应性可塑性。4)淹水深度调控狗牙根在“逃避”策略和“静默”策略之间的权衡选择,并通过不同的性状组合以及地上和地下部分资源分配以协同响应。5)淹水导致狗牙根和苍耳的生态对策趋同,均采取S/SR策略。此外,相比于狗牙根为水库消落带的普遍推荐种,苍耳因其存在水质污染风险而褒贬不一,但苍耳具有重要的药用价值,能否在每次淹水来临前进行刈割值得进一步探讨。  相似文献   

Constitutive model for cyclic behaviour of cohesionless sands     

Mojtaba Rahimi  Dave Chan  Alireza Nouri 《Geomechanics and Geoengineering》2017,12(1):36-47

This paper presents a constitutive model for describing the stress-strain response of sands under cyclic loading. The model, formulated using the critical state theory within the bounding surface plasticity framework, is an upgraded version of an existing model developed for monotonic behaviour of cohesionless sands. With modification of the hardening law, plastic volumetric strain increment and unloading plastic modulus, the original model was modified to simulate cyclic loading. The proposed model was validated against triaxial cyclic loading tests for Fuji River sand, Toyoura sand and Nigata sand. Comparison between the measured and predicted results suggests that the proposed modified model can capture the main features of cohesionless sands under drained and undrained cyclic loading.  相似文献   

软土中张紧式吸力锚破坏标准模型试验与有限元分析     

刘晶磊  王建华 《岩土力学》2013,34(9):2508-2514

为了确定软土中张紧式吸力锚的破坏标准,采用自主研发的电动伺服加载装置,在荷载和位移控制方式下进行了张紧式吸力锚在最佳系泊点受静荷载作用的承载力模型试验。结果表明：不同的破坏模式,锚破坏时对应的位移也不同。当锚为竖向破坏时,对应锚沿系泊方向的位移约为0.6倍的锚径;当锚为水平破坏时,对应锚沿系泊方向的位移约为0.3倍的锚径。同时,按照模型试验所得的破坏标准确定的吸力锚的极限承载力与极限分析法的预测结果吻合较好。对足尺锚进行了有限元分析,将分析结果与极限分析法的预测结果进行比较,验证了模型试验所得位移破坏标准的合理性。  相似文献