Influence of Testing Conditions on Creep Behavior of Clay PDF Download
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Author: E. Febres-Cordero
Publisher:
ISBN:
Category : Earth pressure
Languages : en
Pages : 232
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Author: E. Febres-Cordero
Publisher:
ISBN:
Category : Earth pressure
Languages : en
Pages : 232
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Author: Edgar Febres-Cordero
Publisher:
ISBN:
Category : Clay
Languages : en
Pages : 248
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Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 243
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Author: Edgar Enrique Febres-Cordero
Publisher:
ISBN:
Category : Earth pressure
Languages : en
Pages : 438
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Author: Edgar Febres-Cordero
Publisher:
ISBN:
Category : Clay
Languages : en
Pages : 246
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Author: Edgar Febres-Cordero
Publisher:
ISBN:
Category : Clay
Languages : en
Pages : 256
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Author: Joseph Anthony Paduana
Publisher:
ISBN:
Category : Clay
Languages : en
Pages : 434
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Author: Stephan K. Saboundjian
Publisher:
ISBN:
Category : Clay
Languages : en
Pages : 464
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The purpose of this research is to investigate the load-deformatinn behavior of compacted silty clay when subjected to different forms of loading. Triaxial and creep tests were conducted on specimens compacted at different water contents (dry and wet of optimum - Modified AASHTO compaction). In the case of triaxial tests, a wide range of confining pressures was used and the influence of strain rate, confinement and thixotropy was studied. Constant-load creep tests were conducted on specimens cured for two weeks then subjected to a wide range of confining pressures and stress levels. Results indicate that although the strength of the compacted soil is influenced by strain rate and thixotropy, the failure strain remains essentially unchanged. Similar observations were made in the case of creep tests whereby the failure strain was a function of given compaction (water content) and testing (confining pressure) conditions, independent of stress history. A generalized creep model was proposed to predict load-time-deformation behavior for a wide range of stress levels (both low and high) and confining pressures. Parameters were determined for each case for the prediction of the axial strain variation with time using the generalized creep model. Finally, the failure strain phenomenon was incor¬porated in this model to develop relations between applied stress levels and time to failure.
Author: United States. Federal Railroad Administration. Office of Research, Development, and Demonstrations
Publisher:
ISBN:
Category : Railroads
Languages : en
Pages : 258
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Author: Brandon F. Fagan
Publisher:
ISBN:
Category : Clay
Languages : en
Pages : 428
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