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Unsaturated Soils: Research & Applications最新文献

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Hydraulic conductivity from soil-water characteristic curves with hysteresis 具有迟滞的土-水特征曲线的水力传导性
Pub Date : 2014-06-05 DOI: 10.1201/B17034-161
H. Yang, A. Khoshghalb, A. Russell
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引用次数: 0
Probabilistic model to predict soil-water characteristics on unsaturated soils 非饱和土土水特性预测的概率模型
Pub Date : 2014-06-05 DOI: 10.1201/B17034-160
H. Arroyo, E. Rojas, M. Perez-Rea, J. Horta, J. Arroyo
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引用次数: 0
Matric suction and shear strength of dynamically compacted soils 动力压实土的基质吸力与抗剪强度
Pub Date : 2014-06-05 DOI: 10.1201/B17034-193
R. Kizza, E. Leong, H. Rahardjo
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引用次数: 1
Collapse of coarse-grained materials due to inundation under one-dimensional compression conditions 在一维压缩条件下,粗粒物料因淹没而坍塌
Pub Date : 2014-06-05 DOI: 10.1201/B17034-242
M. Bardanis
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引用次数: 1
Cyclic relationship between saturation and tensile strength in the near-surface zone of infrastructure embankments 基础设施路堤近地表区饱和与抗拉强度的循环关系
Pub Date : 2014-06-05 DOI: 10.1201/B17034-1
R. Stirling, P. Hughes, C. Davie, S. Glendinning
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引用次数: 9
A conceptual model for water-limited evapotranspiration taking into account root depth, root density, and vulnerability to xylem cavitation 考虑根深、根密度和对木质部空化的易损性的限水蒸散概念模型
Pub Date : 2014-06-05 DOI: 10.1201/b17034-152
Alessia Amabile, Brunella Balzano, M. Caruso, A. Tarantino
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引用次数: 2
Characterisation of the hydraulic behaviour of coarse-grained flood embankment materials 粗粒防洪堤材料的水力特性表征
Pub Date : 2014-06-05 DOI: 10.1201/b17034-154
A. Pozzato, A. Tarantino
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引用次数: 1
Triaxial and simple shear tests on unsaturated sand specimens with negative pore water pressures 负孔隙水压力下非饱和砂试件的三轴及单剪试验
Pub Date : 2014-06-05 DOI: 10.1201/B17034-238
M. Milatz, J. Grabe
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引用次数: 1
Determination of moisture content and soil suction in engineered fills using electrical resistivity 用电阻率法测定工程填方的含水率和土壤吸力
Pub Date : 2014-06-01 DOI: 10.1201/B17034-247
R. Hen-Jones, P. Hughes, S. Glendinning, D. Gunn, J. Chambers, P. Wilkinson, S. Uhlemann
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引用次数: 7
Water retention behavior of deformable soils—experiment and modeling 变形土的保水特性——试验与模拟
Pub Date : 1900-01-01 DOI: 10.1201/9781003070580-15
S. Salager, M. Nuth, A. Ferrari, L. Laloui
The paper presents an experimental and modelling approach for the soil water retention behaviour of two deformable soils. The objective is to investigate the physical mechanisms that govern the soil water retention properties and to propose a constitutive framework for the soil water retention curve accounting for the initial state of compaction and deformability of soils. A granular soil and a clayey soil were subjected to drying over a wide range of suctions so that the residual state of saturation could be attained. The obtained soil water retention curves are synthesized and compared in terms of water content, void ratio, and degree of saturation, and are expressed as a function of the total suction. The observed features of behaviour are conceptualized into a modelling framework expressing the evolution of the degree of saturation as a function of suction. The proposed retention model makes use of the theory of elasto-plasticity and can thus be generalized into a hysteretic model applicable to drying-wetting cycles.
本文提出了两种变形土的土壤保水特性的实验和建模方法。目的是研究控制土壤保水特性的物理机制,并提出考虑土壤压实和可变形性初始状态的土壤保水曲线的本构框架。粒状土壤和粘性土壤在大范围的吸力下干燥,从而达到饱和的残余状态。综合所得的土壤保水曲线,比较含水量、孔隙比和饱和度,并将其表示为总吸力的函数。观察到的行为特征被概念化成一个模型框架,表示饱和度作为吸力函数的演变。所提出的保留模型利用了弹塑性理论,因此可以推广为适用于干湿循环的滞后模型。
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引用次数: 0
期刊
Unsaturated Soils: Research & Applications
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