山东泰山地区湖北海棠居群间变异的研究     

邵文豪  汤庚国 《福建地理》2007,(1)

在对山东泰山地区湖北海棠居群进行详细调查的基础上,依据花、果性状对该地区的4个湖北海棠居群间的形态变异进行了系统研究.结果表明,湖北海棠花、果性状在所选取的4个居群间出现了一定程度的分化,但这种分化是一个连续的变异过程,居群间的分化与居群生境的异质性有很大的关系;湖北海棠花、果的整体性状在4个居群间表现出一种海拔梯度变异,即随着分布海拔的升高,萼齿长、萼筒长、花柄长、果长、果径均有逐渐变小的趋势;并对泰山湖北海棠变种区别于模式变种的形态特征进行了补充描述.  相似文献   

ACMEG‐TS: A constitutive model for unsaturated soils under non‐isothermal conditions     

Bertrand François  Lyesse Laloui 《国际地质力学数值与分析法杂志》2008,32(16):1955-1988

This paper introduces an unconventional constitutive model for soils, which deals with a unified thermo‐mechanical modelling for unsaturated soils. The relevant temperature and suction effects are studied in light of elasto‐plasticity. A generalized effective stress framework is adopted, which includes a number of intrinsic thermo‐hydro‐mechanical connections, to represent the stress state in the soil. Two coupled constitutive aspects are used to fully describe the non‐isothermal behaviour. The mechanical constitutive part is built on the concepts of bounding surface theory and multi‐mechanism plasticity, whereas water retention characteristics are described using elasto‐plasticity to reproduce the hysteretic response and the effect of temperature and dry density on retention properties. The theoretical formulation is supported by comparisons with experimental results on two compacted clays. Copyright © 2008 John Wiley & Sons, Ltd.  相似文献   

Experimental study and constitutive modelling of elasto‐plastic damage in heat‐treated mortar     

Xiao‐Ting Chen  J. F. Shao  C. A. Davy  F. Skoczylas 《国际地质力学数值与分析法杂志》2010,34(4):357-382

This study investigates the effect of a heat‐treatment upon the thermo‐mechanical behaviour of a model cement‐based material, i.e. a normalized mortar, with a (w/c) ratio of 0.5. First, a whole set of varied experimental results is provided, in order to either identify or validate a thermo‐mechanical constitutive model, presented in the second paper part. Experimental responses of both hydraulic and mechanical behaviour are given after different heating/cooling cycling levels (105, 200, 300, 400^°C). The reference state, used for comparison purposes, is taken after mass stabilization at 60^°C. Typical uniaxial compression tests are provided, and original triaxial deviatoric compressive test responses are also given. Hydraulic behaviour is identified simultaneously to triaxial deviatoric compressive loading through gas permeability K_gas assessment. K_gas is well correlated with volumetric strain evolution: gas permeability increases hugely when ε_v testifies of a dilatant material behaviour, instead of contractile from the test start. Finally, the thermo‐mechanical model, based on a thermodynamics approach, is identified using the experimental results on uniaxial and triaxial deviatoric compression. It is also positively validated at residual state for triaxial deviatoric compression, but also by using a different stress path in lateral extension, which is at the origin of noticeable plasticity. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Elasto‐plastic analysis of block structures through a homogenization method     

G. de Felice  A. Amorosi  M. Malena 《国际地质力学数值与分析法杂志》2010,34(3):221-247

The paper describes the development and numerical implementation of a constitutive relationship for modeling the elasto‐plastic behavior of block structures with periodic texture, regarded at a macroscopic scale as homogenized anisotropic media. The macroscopic model is shown to retain memory of the mechanical characteristics of the joints and of the shape of the blocks. The overall mechanical properties display anisotropy and singularities in the yield surface, arising from the discrete nature of the block structure and the geometrical arrangement of the units. The model is formulated in the framework of multi‐surface plasticity. It is implemented in an finite element (FE) code by means of two different algorithms: an implicit return mapping scheme and a minimization algorithm directly derived from the Haar–Karman principle. The model is validated against analytical and experimental results: the comparison between the homogenized continuum and the original block assembly shows a good agreement in terms of ultimate inelastic behavior, when the size of the block is small as compared with that of the whole assembly. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Creep of saturated materials as a chemically enhanced rate‐dependent damage process     

Liang Bo Hu  Tomasz Hueckel 《国际地质力学数值与分析法杂志》2007,31(14):1537-1565

Material behaviour that exhibits characteristics of creep induced by a spontaneous mineral dissolution enhanced by material damage is studied. It is believed that the characteristic rates of the chemical processes involved determine the time‐rate dependence of the resulting strain. A basic model of a combined chemo‐plastic softening and chemically enhanced deviatoric strain hardening for saturated geomaterials is presented. Chemical softening is postulated to occur as a consequence of the net mass removal resulting from dissolution and precipitation of specific minerals occurring at the damage‐generated inter‐phase interfaces. Closed and open systems are discussed. In the former case, deformation at constant stress results entirely from a local compensation mechanism between the chemical softening and strain hardening. The classical three stages of creep are interpreted in terms of mechanisms of dissolution and precipitation, as well as the variation in the reaction surface areas involved in the mass exchange. In an open system, the above local mechanism is enhanced by the removal of mass via diffusion of species affecting the mass balance. Such a system is addressed via a boundary value problem as shown in an example. Copyright © 2007 John Wiley & Sons, Ltd.  相似文献   

Finite elements modelling of the long‐term behaviour of a full‐scale flexible pavement with the shakedown theory     

Cyrille Chazallon  Fatima Allou  Pierre Hornych  Saida Mouhoubi 《国际地质力学数值与分析法杂志》2009,33(1):45-70

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Integrative taxonomic description of Plakina kanaky,a new polychromatic sponge species from New Caledonia (Porifera: Homoscleromorpha)          下载免费PDF全文

César Ruiz  Julijana Ivanišević  Pierre Chevaldonné  Alexander V. Ereskovsky  Nicole Boury‐Esnault  Jean Vacelet  Olivier P. Thomas  Thierry Pérez 《Marine Ecology》2015,36(4):1129-1143

Four similar sponges of different colors, all unknown to science, were collected in submarine caves of New Caledonia. We aimed at determining whether the four chromotypes represented different species or phenotypic variations of a unique new species. We used an integrative taxonomic approach combining morphologic, molecular and metabolomic analyses. The main traits that define these specimens are a skeleton made of monolophose, trilophose and tetralophose calthrops only, high chemical diversity and a high abundance and diversity of prokaryotic symbionts. The symbiotic community includes two unique prokaryote morphotypes, which are described for the first time in Homoscleromorpha, and appeared to be vertically transmitted. Although several features slightly differ among chromotypes, the most parsimonious conclusion was to propose a single new species Plakina kanaky sp. nov. Our phylogenetic analysis indicated the paraphyly of the Plakina genus, with P. kanaky sp. nov. belonging to a clade that includes Plakina jani and Plakina trilopha. The present work demonstrates that integrative taxonomy should be used in order to revise the entire Plakinidae family and especially the non‐monophyletic genus Plakina.  相似文献   

真空预压联合电渗加固高塑性软土的试验研究   总被引：1，自引：0，他引：1  

曹永华  侯晋芳  高志义 《岩土工程技术》2010,24(6):290-293

为处理常规排水固结法难以处理的高塑性软土,进行了真空预压联合电渗加固的大比尺室内模型试验研究。试验首先对塑性指数为26～29的高塑性软土进行真空预压的加固,待固结度达到80%后启动电渗进行加固。试验中对电流、电势和表层沉降等进行了全面的监测。试验结果表明电极反转、间歇通电技术有利于提高电能的利用率。土体强度由加固前的0～7.1kPa增长到加固后的18.2～26.2kPa。后期电渗对强度增长的贡献十分明显。  相似文献   

不同鲜重秋茄胚轴形态及其对幼苗生长的影响     

刘双双  杨升  刘星  陈秋夏  王金旺  郭晋敏  王佳玉  王文卿  吴伟志  梁立成  张小伟 《热带海洋学报》2022,41(6):56-66

为了探讨不同鲜重秋茄胚轴的表型性状和营养成分含量差异, 及其对幼苗生长的影响, 确定浙江省秋茄胚轴质量标准, 提高造林质量, 本研究采集4.0~5.0g、5.0~6.0g、6.0~7.0g、7.0~8.0g、8.0~9.0g、9.0~10.0g共6组不同鲜重的秋茄胚轴, 测定其表型性状、营养成分含量和幼苗生长性状。结果表明, 胚轴长度、横径、顶径随着胚轴鲜重的增加而显著增加。不同鲜重等级胚轴间的氮(N)、磷(P)、钾(K)和有机碳百分含量差异不显著, 但随着秋茄胚轴鲜重增加, 淀粉百分含量显著减小。单根胚轴的营养成分总含量随胚轴鲜重的增加而显著增加。胚轴的C:N、N:P和C:P值在鲜重7.0~8.0g等级时均显著高于其他鲜重等级。幼苗生长高、基径、叶片数及生物量随胚轴鲜重的增加而显著增加, 但在5.0~6.0g、6.0~7.0g和7.0~8.0g等级间幼苗茎干重、叶干重、净生物量和总生物量差异不显著。胚轴表型性状与幼苗生长指标之间的相关性均呈显著水平(P<0.05), 除胚轴P总含量与生长高之间的相关性不显著外, N、K、Na、有机碳、淀粉总含量与幼苗生长指标之间均呈显著正相关关系(P<0.05)。主成分分析和综合评价结果表明鲜重7.0g以上的胚轴优于其他鲜重的胚轴。秋茄幼苗生长高和净生物量与胚轴鲜重的回归分析R²分别为0.978和0.951, P均小于0.01。胚轴鲜重大于5.22g时, 幼苗生长高急剧增加; 鲜重大于8.74g时, 幼苗净生物量增长加快。因此, 秋茄胚轴鲜重越大, 营养物质含量越高, 越有利于幼苗生长。在浙江省的秋茄林种植中, 应优先选择鲜重7.0g以上的胚轴。  相似文献   

Computational study on the modification of a bounding surface plasticity model for sands     

《Computers and Geotechnics》2014

The accurate simulation of complex dynamic phenomena requires the availability of advanced constitutive models capable of simulating a wide range of features of soil behaviour under cyclic loading. One possible strategy is to improve the capabilities of existing bounding surface plasticity models, as this framework is characterised by its modularity and flexibility. As a result, specific components of the formulation of this type of model may be adjusted to improve the reproduction of any aspect of soil behaviour deemed essential to the problem being analysed. In this paper, a series of computational studies are performed in order to establish the impact of expanding a bounding surface plasticity model for sands on its modelling capabilities and to suggest ways of mitigating the associated increase in complexity. Changes to three distinct aspects of the selected constitutive model are examined: the shape of the Critical State Line in p′ − e space, the expression used for calculating the hardening modulus and the form of the yield surface. It is shown that the introduced changes have the potential to increase significantly the ability to control how certain aspects of soil response, such as degradation of stiffness and flow liquefaction with limited deformation, are reproduced by the model. Moreover, this paper presents a systematic approach to the expansion of this type of constitutive model, establishing how alterations to the formulation of a model may be assessed in terms of improved accuracy and potential benefits.  相似文献