Effect of Temperature on the Consolidation and Cone Shear Strength of a Saturated Clay

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ISBN 13 :
Total Pages : 60 pages
Book Rating : 4.:/5 (326 download)

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Book Synopsis Effect of Temperature on the Consolidation and Cone Shear Strength of a Saturated Clay by : Peter S. Parsonson

Download or read book Effect of Temperature on the Consolidation and Cone Shear Strength of a Saturated Clay written by Peter S. Parsonson and published by . This book was released on 1959 with total page 60 pages. Available in PDF, EPUB and Kindle. Book excerpt:

The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay

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ISBN 13 :
Total Pages : 560 pages
Book Rating : 4.:/5 (34 download)

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Book Synopsis The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay by : James Michael Duncan

Download or read book The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay written by James Michael Duncan and published by . This book was released on 1965 with total page 560 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Effect of Temperature and Stress on the Time-deformation Behavior of Saturated Clay

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ISBN 13 :
Total Pages : 508 pages
Book Rating : 4.:/5 (29 download)

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Book Synopsis Effect of Temperature and Stress on the Time-deformation Behavior of Saturated Clay by : Richard Gerald Campanella

Download or read book Effect of Temperature and Stress on the Time-deformation Behavior of Saturated Clay written by Richard Gerald Campanella and published by . This book was released on 1965 with total page 508 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Physical Components of the Shear Strength of Saturated Clays

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ISBN 13 :
Total Pages : 168 pages
Book Rating : 4.3/5 (91 download)

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Book Synopsis Physical Components of the Shear Strength of Saturated Clays by : Waterways Experiment Station (U.S.)

Download or read book Physical Components of the Shear Strength of Saturated Clays written by Waterways Experiment Station (U.S.) and published by . This book was released on 1961 with total page 168 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Consolidation Characteristics and Undrained Strength of Saturated Soft Clay Under Repeated Impact Loading

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ISBN 13 :
Total Pages : 9 pages
Book Rating : 4.:/5 (125 download)

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Book Synopsis Consolidation Characteristics and Undrained Strength of Saturated Soft Clay Under Repeated Impact Loading by : B. Bai

Download or read book Consolidation Characteristics and Undrained Strength of Saturated Soft Clay Under Repeated Impact Loading written by B. Bai and published by . This book was released on 2006 with total page 9 pages. Available in PDF, EPUB and Kindle. Book excerpt: The consolidation characteristics of saturated soft clay under repeated impact loading are studied by laboratory tests. Particularly, the influence of drainage conditions on consolidation and reconsolidation of soft clay are analyzed in detail. The uniqueness of the relationship between pore water pressure and reconsolidation volumetric strain is described, and the methods for determining the coefficient of reconsolidation volume compressibility and the reconsolidation compression index are given. It is demonstrated that the samples undergoing several stages of impact and reconsolidation show an apparent quasi-overconsolidation state, and have an increased shear strength. Models for predicting the deformation and the undrained strength of soft clay foundation from impact loading are also suggested. In the models, the conditions of partial drainage and stages of impact are taken into account. Calculated results by the present models are in good agreement with the test data.

The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay

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ISBN 13 :
Total Pages : 192 pages
Book Rating : 4.:/5 (359 download)

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Book Synopsis The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay by : James Michael Duncan

Download or read book The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay written by James Michael Duncan and published by . This book was released on 1965 with total page 192 pages. Available in PDF, EPUB and Kindle. Book excerpt: The objectives of the investigation are to establish the fundamental nature of the anisotropy of saturated clays with respect to undrained strength, and to evaluate the practical significance of anisotropy and reorientation of the principal stresses in short-term stability problems. (Author).

The Effect of Drainage Conditions on the Shear Strength of a Normally Consolidated Saturated Clay

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ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (643 download)

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Book Synopsis The Effect of Drainage Conditions on the Shear Strength of a Normally Consolidated Saturated Clay by : E. Spencer

Download or read book The Effect of Drainage Conditions on the Shear Strength of a Normally Consolidated Saturated Clay written by E. Spencer and published by . This book was released on 1952 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Temperature Impact on the Consolidation and Creep Behaviour of Compacted Clayey Soils

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ISBN 13 :
Total Pages : 0 pages
Book Rating : 4.:/5 (988 download)

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Book Synopsis Temperature Impact on the Consolidation and Creep Behaviour of Compacted Clayey Soils by : Nidal Jarad

Download or read book Temperature Impact on the Consolidation and Creep Behaviour of Compacted Clayey Soils written by Nidal Jarad and published by . This book was released on 2016 with total page 0 pages. Available in PDF, EPUB and Kindle. Book excerpt: Consolidation of clay soils is one of the main challenges in engineering design and construction. Clayey soils could be exposed to thermal cycles in some engineering applications such as geothermal piles, nuclear waste storages, heat storage in embankments, etc. These temperature changes could affect the primary consolidation as well as the creep behaviour of the soils. In this context, this study investigated the impact of temperature on consolidation behaviour and creep behaviour of saturated compacted clays. In addition, the impact of stress history and clay nature on the temperature dependent mechanical and hydraulic behaviours was also considered. Temperature controlled oedometric cells were employed to perform constant rate of strain (CRS) consolidation tests for different strain rates (0.002%/min to 0.02%/min) within a temperature range of 5° C to 70o C. Two different compacted saturated clays with different stress histories were used in these CRS tests (clay A: PI=31%, clay B: PI=23.8%). The results showed that the compression and swelling indices for both materials changed slightly with temperature and strain rate alteration. The preconsolidation pressure of both clays decreased as the temperature increased, but less in the case of clay B, while it decreased as the strain rate decreased for both materials. The hydraulic conductivity increased with temperature while the intrinsic permeability remained unchanged in the investigated range of temperature. The creep index increased as the temperature increased for both clays. In addition, the stress history has an impact on the temperature dependent mechanical and hydraulic behaviour of clay soils. Results showed a thermal dilation for highly overconsolidated soils and a thermal contraction for low and normally consolidated samples. The relative impact of several parameters on the modification of the behaviour of compacted clays with temperature was also assessed.

Abstracts of Theses Accepted in Partial Fulfillment of the Requirements for the Doctor's Degree

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ISBN 13 :
Total Pages : 834 pages
Book Rating : 4.:/5 (318 download)

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Book Synopsis Abstracts of Theses Accepted in Partial Fulfillment of the Requirements for the Doctor's Degree by : Massachusetts Institute of Technology

Download or read book Abstracts of Theses Accepted in Partial Fulfillment of the Requirements for the Doctor's Degree written by Massachusetts Institute of Technology and published by . This book was released on 1958 with total page 834 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Special Report - Highway Research Board

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ISBN 13 :
Total Pages : 806 pages
Book Rating : 4.:/5 (89 download)

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Book Synopsis Special Report - Highway Research Board by : National Research Council (U.S.). Highway Research Board

Download or read book Special Report - Highway Research Board written by National Research Council (U.S.). Highway Research Board and published by . This book was released on 1969 with total page 806 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Special Report

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ISBN 13 :
Total Pages : 316 pages
Book Rating : 4.X/5 (4 download)

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Book Synopsis Special Report by : National Research Council (U.S.). Highway Research Board

Download or read book Special Report written by National Research Council (U.S.). Highway Research Board and published by . This book was released on 1969 with total page 316 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Some Considerations and Data Regarding the Shear Strength of Clays

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ISBN 13 :
Total Pages : 90 pages
Book Rating : 4.:/5 (359 download)

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Book Synopsis Some Considerations and Data Regarding the Shear Strength of Clays by : Robert V. Whitman

Download or read book Some Considerations and Data Regarding the Shear Strength of Clays written by Robert V. Whitman and published by . This book was released on 1960 with total page 90 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Effects of Temperature and Heat on Engineering Behavior of Soils

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ISBN 13 :
Total Pages : 320 pages
Book Rating : 4.F/5 ( download)

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Book Synopsis Effects of Temperature and Heat on Engineering Behavior of Soils by :

Download or read book Effects of Temperature and Heat on Engineering Behavior of Soils written by and published by . This book was released on 1969 with total page 320 pages. Available in PDF, EPUB and Kindle. Book excerpt:

The Effect of Simple Shear Stress System on the Strength of Saturated Clay

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ISBN 13 :
Total Pages : 180 pages
Book Rating : 4.:/5 (294 download)

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Book Synopsis The Effect of Simple Shear Stress System on the Strength of Saturated Clay by : Lewis Edgers

Download or read book The Effect of Simple Shear Stress System on the Strength of Saturated Clay written by Lewis Edgers and published by . This book was released on 1967 with total page 180 pages. Available in PDF, EPUB and Kindle. Book excerpt:

A New Approach to the Determination of the Shear Strength of Clay by the Fall-cone Test

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ISBN 13 :
Total Pages : 66 pages
Book Rating : 4.:/5 (359 download)

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Book Synopsis A New Approach to the Determination of the Shear Strength of Clay by the Fall-cone Test by : Sven Hansbo

Download or read book A New Approach to the Determination of the Shear Strength of Clay by the Fall-cone Test written by Sven Hansbo and published by . This book was released on 1957 with total page 66 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Effect of Salt Content on Consolidation and Strength of Saturated Clays

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ISBN 13 :
Total Pages : 52 pages
Book Rating : 4.:/5 (327 download)

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Book Synopsis Effect of Salt Content on Consolidation and Strength of Saturated Clays by : George Anthony Faillace

Download or read book Effect of Salt Content on Consolidation and Strength of Saturated Clays written by George Anthony Faillace and published by . This book was released on 1960 with total page 52 pages. Available in PDF, EPUB and Kindle. Book excerpt:

The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay

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ISBN 13 :
Total Pages : 510 pages
Book Rating : 4.:/5 (641 download)

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Book Synopsis The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay by : James M. Duncan

Download or read book The Effect of Anisotropy and Reorientation of Principal Stresses on the Shear Strength of Saturated Clay written by James M. Duncan and published by . This book was released on 1967 with total page 510 pages. Available in PDF, EPUB and Kindle. Book excerpt: