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Journal of the Soil Mechanics and Foundations Division最新文献

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Discussion of Theory of Brittle Fracture Applied to Soil Cement by Kalankamary P. George Kalankamary P. George对水泥土脆性断裂理论的探讨
Journal of the Soil Mechanics and Foundations Division Pub Date : 1971-02-01 DOI: 10.1061/JSFEAQ.0001559
C. Rao, J. Rao
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引用次数: 0
Discussion of "Liquid Limit Values by Soil Moisture Tension" “土壤水分张力限液值”的探讨
Journal of the Soil Mechanics and Foundations Division Pub Date : 1971-02-01 DOI: 10.1061/JSFEAQ.0001558
S. Adigun
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引用次数: 0
Discussion of "Analysis of Circular Footings on Layered Soils" 关于“层状土上圆形地基分析”的讨论
Journal of the Soil Mechanics and Foundations Division Pub Date : 1971-02-01 DOI: 10.1061/JSFEAQ.0001562
K. Banerjee
{"title":"Discussion of \"Analysis of Circular Footings on Layered Soils\"","authors":"K. Banerjee","doi":"10.1061/JSFEAQ.0001562","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001562","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"1 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1971-02-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"129590862","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 “Bonding, Effective Stresses, and Strength of Soils” “粘接、有效应力和土壤强度”勘误
Journal of the Soil Mechanics and Foundations Division Pub Date : 1970-11-01 DOI: 10.1061/JSFEAQ.0002170
J. K. Mitchell, Awtar Singh, R. Campanella
{"title":"Erratum for “Bonding, Effective Stresses, and Strength of Soils”","authors":"J. K. Mitchell, Awtar Singh, R. Campanella","doi":"10.1061/JSFEAQ.0002170","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0002170","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"20 7","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1970-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"131851916","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
BEARING CAPACITY OF PARTLY SATURATED SOILS 部分饱和土的承载力
Journal of the Soil Mechanics and Foundations Division Pub Date : 1970-11-01 DOI: 10.1061/JSFEAQ.0001506
A. S. Reddy, G. Mogaliah
{"title":"BEARING CAPACITY OF PARTLY SATURATED SOILS","authors":"A. S. Reddy, G. Mogaliah","doi":"10.1061/JSFEAQ.0001506","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001506","url":null,"abstract":"SKEMPTON'S PORE PRESSURE PARAMETERS AND THE METHOD OF CHARACTERISTICS ARE EMPLOYED IN DEVISING A MEANS FOR FINDING THE ULTIMATE BEARING CAPACITY OF STRIP FOOTINGS ON PARTIALLY SATURATED SOILS. THE CALCULATED BEARING CAPACITY VALUES ARE IN AGREEMENT WITH TERZAGHI VALUES.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"20 2","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1970-11-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"120908893","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
Axisymmetric Stress Wave Propagation in Sand 轴对称应力波在砂土中的传播
Journal of the Soil Mechanics and Foundations Division Pub Date : 1970-09-01 DOI: 10.1061/JSFEAQ.0001464
R. A. Wetzel, E. Vey
{"title":"Axisymmetric Stress Wave Propagation in Sand","authors":"R. A. Wetzel, E. Vey","doi":"10.1061/JSFEAQ.0001464","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001464","url":null,"abstract":"Experiments were conducted in which a rigid cylindrical weight was dropped onto the surface of a bed of sand. Soil stress gages and soil strain gages embedded in the sand were employed to measure the soil response to the impacting weight. These measurements were analyzed to determine the effects of inertia on the soil behavior. Experimental results indicated, due to soil inertia during the intial phases of the impulse loading, the displacements were elastic with plastic behavior being evident in the stress measurements. Beyond the initial phase the inertia effects decreased and plastic behavior was noted in the strain and displacement measurements as well as the stresses. The results further indicated the response of a footing to an impulsive load may be divided into different inertial regimes depending on the rise time of the transient load.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"25 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1970-09-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"127175429","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: 5
Settlement of Buildings Constructed in Hackensack Meadows 哈肯萨克草地上建造的建筑物的聚落
Journal of the Soil Mechanics and Foundations Division Pub Date : 1970-07-01 DOI: 10.1061/JSFEAQ.0001437
Herbert L. Lobdell
{"title":"Settlement of Buildings Constructed in Hackensack Meadows","authors":"Herbert L. Lobdell","doi":"10.1061/JSFEAQ.0001437","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001437","url":null,"abstract":"Observation of several one-story buildings in Hackensack Meadows constructed over lightly preconsolidated varved clay deposits reveal discrepancies between estimated and measured settlements. Case histories indicate underestimates of settlement for buildings where combined applied fill and building loads are about 1,500 psf, and apparent overestimates where applied loads are less than 900 psf. Structural distress was minor or nonexistent where deflections of 1:240 to 1:400 were measured, as a result of differential settlement. Changes in laboratory consolidation test techniques produced no improved method for estimating settlement. Field slope indicator readings indicated horizontal deformation to be minor. Field data has provided an empirical method for estimating settlement in vicinity when loading and subsoil conditions are similar. Further research and field data of a regional nature is needed to better understand and define the strain characteristics of varved clays of this area under relatively light loads.","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"34 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1970-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"115784267","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
Closure to “Strength of Compacted Clay at High Pressure” “高压下压实粘土的强度”结束部分
Journal of the Soil Mechanics and Foundations Division Pub Date : 1970-05-01 DOI: 10.1061/JSFEAQ.0002153
Kenneth L. Lee, S. Haley
{"title":"Closure to “Strength of Compacted Clay at High Pressure”","authors":"Kenneth L. Lee, S. Haley","doi":"10.1061/JSFEAQ.0002153","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0002153","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"96 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1970-05-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"128755216","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
Closure to “Model Study on Arching Above Buried Structures” “上埋拱结构模型研究”结束
Journal of the Soil Mechanics and Foundations Division Pub Date : 1970-03-01 DOI: 10.1061/JSFEAQ.0005553
Zvi Getzler, A. Komornik, A. Mazurik
{"title":"Closure to “Model Study on Arching Above Buried Structures”","authors":"Zvi Getzler, A. Komornik, A. Mazurik","doi":"10.1061/JSFEAQ.0005553","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0005553","url":null,"abstract":"","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"117 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1970-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"132398441","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
Evaluation of Quick Test for Lime Stabilization 石灰稳定快速试验的评价
Journal of the Soil Mechanics and Foundations Division Pub Date : 1970-03-01 DOI: 10.1061/JSFEAQ.0001417
M. Thompson, J. Eades
{"title":"Evaluation of Quick Test for Lime Stabilization","authors":"M. Thompson, J. Eades","doi":"10.1061/JSFEAQ.0001417","DOIUrl":"https://doi.org/10.1061/JSFEAQ.0001417","url":null,"abstract":"The basic objectives of lime-soil mixture design are: (1) Establish an appropriate lime content for construction; and (2) evaluate the properties of the mixture. For the determination of design lim...","PeriodicalId":372915,"journal":{"name":"Journal of the Soil Mechanics and Foundations Division","volume":"10 1","pages":"0"},"PeriodicalIF":0.0,"publicationDate":"1970-03-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"124407495","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: 10
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