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Journal of the Soil Mechanics and Foundations Division最新文献

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Yield and Failure of a Clay under Triaxial Stresses 黏土在三轴应力作用下的屈服与破坏
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.1016/0022-4898(72)90149-8
R. Yong, E. Mckyes
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引用次数: 28
Analysis of Ultimate Loads of Shallow Foundations 浅基础极限荷载分析
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.1016/0148-9062(74)93043-5
A. S. Vesić
{"title":"Analysis of Ultimate Loads of Shallow Foundations","authors":"A. S. Vesić","doi":"10.1016/0148-9062(74)93043-5","DOIUrl":"https://doi.org/10.1016/0148-9062(74)93043-5","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"8 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":"121966697","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: 930
Discussion of “Design of Laterally Loaded Piles” 关于“横向荷载桩设计”的探讨
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.1061/JSFEAQ.0000839
P. Kocsis
{"title":"Discussion of “Design of Laterally Loaded Piles”","authors":"P. Kocsis","doi":"10.1061/JSFEAQ.0000839","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0000839","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"6 5","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"120841244","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
Engineering Properties of Simulated Lunar Soils 模拟月球土壤的工程特性
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.1016/0022-4898(65)90062-5
J. Nelson, E. Vey
{"title":"Engineering Properties of Simulated Lunar Soils","authors":"J. Nelson, E. Vey","doi":"10.1016/0022-4898(65)90062-5","DOIUrl":"https://doi.org/10.1016/0022-4898(65)90062-5","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"99 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":"124680081","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: 14
Mechanics of the Triaxial Test for Soils 土的三轴试验力学
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.21236/ad0217169
R. M. Haythornthwaite
{"title":"Mechanics of the Triaxial Test for Soils","authors":"R. M. Haythornthwaite","doi":"10.21236/ad0217169","DOIUrl":"https://doi.org/10.21236/ad0217169","url":null,"abstract":"Triaxial test is analyzed against background of plastic theory; it is shown that equilibrium conditions and failure criterion such as Coulomb's law are insufficient to define unique failure load, stress-strain relationship is also needed; problem is solved completely for ideally plastic material; significance of test data for sands and alternative yield criterion is suggested. (26 refs.)","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"34 3 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":"116277396","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: 21
Discussion of “Undrained Strength of Anisotropically Consolidated Sand” “各向异性固结砂不排水强度”的探讨
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.1061/JSFEAQ.0001519
R. Bhaskaran
{"title":"Discussion of “Undrained Strength of Anisotropically Consolidated Sand”","authors":"R. Bhaskaran","doi":"10.1061/JSFEAQ.0001519","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001519","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"17 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":"123870205","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
Acoustic Emissions in Medium Plasticity Clayey Silt 中塑性粘土粉土的声发射
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.1061/JSFEAQ.0001730
R. Koerner, A. E. Lord
{"title":"Acoustic Emissions in Medium Plasticity Clayey Silt","authors":"R. Koerner, A. E. Lord","doi":"10.1061/JSFEAQ.0001730","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001730","url":null,"abstract":"In spite of recent studies of subaudible acoustic emissions, there has been relatively little work done in the soil mechanics area. This technical note presents a technique of monitoring acoustic emissions of soil under stress. Utilization of such a technique seems to provide an alternate to measuring soil strains, which in the in situ state is quite difficult. The technique may offer a nondestructive testing method for the monitoring of a wide variety of soils under stress.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"98 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":"129092219","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
Radial Drainage Oedometer for Laminated Clays 层状粘土径向排水水分计
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.1016/0022-4898(65)90060-1
D. Shields, P. W. Rowe
{"title":"Radial Drainage Oedometer for Laminated Clays","authors":"D. Shields, P. W. Rowe","doi":"10.1016/0022-4898(65)90060-1","DOIUrl":"https://doi.org/10.1016/0022-4898(65)90060-1","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"417 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":"127600337","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: 14
Discussion of “Behavior of a Soil Mass Under Dynamic Loading” 关于“土体在动力荷载作用下的特性”的讨论
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.1061/JSFEAQ.0000942
D. Hampton
{"title":"Discussion of “Behavior of a Soil Mass Under Dynamic Loading”","authors":"D. Hampton","doi":"10.1061/JSFEAQ.0000942","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0000942","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"2016 21","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1900-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"120846888","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
Erratum for “Sand Stiffness Under Various Triaxial Stresses” “各种三轴应力下的砂土刚度”的勘误
Journal of the Soil Mechanics and Foundations Division Pub Date : 1900-01-01 DOI: 10.1061/JSFEAQ.0002017
B. Hardin, W. L. Black
{"title":"Erratum for “Sand Stiffness Under Various Triaxial Stresses”","authors":"B. Hardin, W. L. Black","doi":"10.1061/JSFEAQ.0002017","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0002017","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"68 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":"121654059","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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