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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
Unsaturated Soils: Research & Applications 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
Unsaturated Soils: Research & Applications Pub Date : 2014-06-05 DOI: 10.1201/B17034-160
H. Arroyo, E. Rojas, M. Perez-Rea, J. Horta, J. Arroyo
{"title":"Probabilistic model to predict soil-water characteristics on unsaturated soils","authors":"H. Arroyo, E. Rojas, M. Perez-Rea, J. Horta, J. Arroyo","doi":"10.1201/B17034-160","DOIUrl":"https://doi.org/10.1201/B17034-160","url":null,"abstract":"","PeriodicalId":294644,"journal":{"name":"Unsaturated Soils: Research & Applications","volume":"306 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116797751","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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
Unsaturated Soils: Research & Applications Pub Date : 2014-06-05 DOI: 10.1201/B17034-193
R. Kizza, E. Leong, H. Rahardjo
{"title":"Matric suction and shear strength of dynamically compacted soils","authors":"R. Kizza, E. Leong, H. Rahardjo","doi":"10.1201/B17034-193","DOIUrl":"https://doi.org/10.1201/B17034-193","url":null,"abstract":"","PeriodicalId":294644,"journal":{"name":"Unsaturated Soils: Research & Applications","volume":"18 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"121157217","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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
Unsaturated Soils: Research & Applications Pub Date : 2014-06-05 DOI: 10.1201/B17034-242
M. Bardanis
{"title":"Collapse of coarse-grained materials due to inundation under one-dimensional compression conditions","authors":"M. Bardanis","doi":"10.1201/B17034-242","DOIUrl":"https://doi.org/10.1201/B17034-242","url":null,"abstract":"","PeriodicalId":294644,"journal":{"name":"Unsaturated Soils: Research & Applications","volume":"170 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"116417282","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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
Unsaturated Soils: Research & Applications Pub Date : 2014-06-05 DOI: 10.1201/B17034-1
R. Stirling, P. Hughes, C. Davie, S. Glendinning
{"title":"Cyclic relationship between saturation and tensile strength in the near-surface zone of infrastructure embankments","authors":"R. Stirling, P. Hughes, C. Davie, S. Glendinning","doi":"10.1201/B17034-1","DOIUrl":"https://doi.org/10.1201/B17034-1","url":null,"abstract":"","PeriodicalId":294644,"journal":{"name":"Unsaturated Soils: Research & Applications","volume":"20 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"123126423","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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
Unsaturated Soils: Research & Applications Pub Date : 2014-06-05 DOI: 10.1201/b17034-152
Alessia Amabile, Brunella Balzano, M. Caruso, A. Tarantino
{"title":"A conceptual model for water-limited evapotranspiration taking into account root depth, root density, and vulnerability to xylem cavitation","authors":"Alessia Amabile, Brunella Balzano, M. Caruso, A. Tarantino","doi":"10.1201/b17034-152","DOIUrl":"https://doi.org/10.1201/b17034-152","url":null,"abstract":"","PeriodicalId":294644,"journal":{"name":"Unsaturated Soils: Research & Applications","volume":"7 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115470119","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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
Unsaturated Soils: Research & Applications Pub Date : 2014-06-05 DOI: 10.1201/b17034-154
A. Pozzato, A. Tarantino
{"title":"Characterisation of the hydraulic behaviour of coarse-grained flood embankment materials","authors":"A. Pozzato, A. Tarantino","doi":"10.1201/b17034-154","DOIUrl":"https://doi.org/10.1201/b17034-154","url":null,"abstract":"","PeriodicalId":294644,"journal":{"name":"Unsaturated Soils: Research & Applications","volume":"38 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124466076","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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
Unsaturated Soils: Research & Applications Pub Date : 2014-06-05 DOI: 10.1201/B17034-238
M. Milatz, J. Grabe
{"title":"Triaxial and simple shear tests on unsaturated sand specimens with negative pore water pressures","authors":"M. Milatz, J. Grabe","doi":"10.1201/B17034-238","DOIUrl":"https://doi.org/10.1201/B17034-238","url":null,"abstract":"","PeriodicalId":294644,"journal":{"name":"Unsaturated Soils: Research & Applications","volume":"19 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129868318","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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
Unsaturated Soils: Research & Applications 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
{"title":"Determination of moisture content and soil suction in engineered fills using electrical resistivity","authors":"R. Hen-Jones, P. Hughes, S. Glendinning, D. Gunn, J. Chambers, P. Wilkinson, S. Uhlemann","doi":"10.1201/B17034-247","DOIUrl":"https://doi.org/10.1201/B17034-247","url":null,"abstract":"","PeriodicalId":294644,"journal":{"name":"Unsaturated Soils: Research & Applications","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"2014-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129810074","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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
Unsaturated Soils: Research & Applications Pub Date : 1900-01-01 DOI: 10.1201/9781003070580-15
S. Salager, M. Nuth, A. Ferrari, L. Laloui
{"title":"Water retention behavior of deformable soils—experiment and modeling","authors":"S. Salager, M. Nuth, A. Ferrari, L. Laloui","doi":"10.1201/9781003070580-15","DOIUrl":"https://doi.org/10.1201/9781003070580-15","url":null,"abstract":"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.","PeriodicalId":294644,"journal":{"name":"Unsaturated Soils: Research & Applications","volume":"9 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115933800","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
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