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Author : Lewis Edgers
Publisher :
ISBN 13 :
Total Pages : 180 pages
Book Rating : 4.:/5 (294 download)
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:
Author : James Michael Duncan
Publisher :
ISBN 13 :
Total Pages : 560 pages
Book Rating : 4.:/5 (34 download)
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:
Author : Robert W. Cunny
Publisher :
ISBN 13 :
Total Pages : 200 pages
Book Rating : 4.:/5 (359 download)
Download or read book Effect of Large-size Particles on the Shear Strength of a Saturated Clay Gravel written by Robert W. Cunny and published by . This book was released on 1964 with total page 200 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Charles Cushing Ladd
Publisher :
ISBN 13 :
Total Pages : 284 pages
Book Rating : 4.3/5 (91 download)
Download or read book Research in Earth Physics written by Charles Cushing Ladd and published by . This book was released on 1965 with total page 284 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : James Michael Duncan
Publisher :
ISBN 13 :
Total Pages : 192 pages
Book Rating : 4.:/5 (359 download)
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).
Author : Edward B. Kinner
Publisher :
ISBN 13 :
Total Pages : 378 pages
Book Rating : 4.3/5 (91 download)
Download or read book Load-deformation Behavior of Saturated Clays During Undrained Shear written by Edward B. Kinner and published by . This book was released on 1970 with total page 378 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Richard Gerald Campanella
Publisher :
ISBN 13 :
Total Pages : 508 pages
Book Rating : 4.:/5 (29 download)
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:
Author : Waterways Experiment Station (U.S.)
Publisher :
ISBN 13 :
Total Pages : 168 pages
Book Rating : 4.3/5 (91 download)
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:
Author : James M. Duncan
Publisher :
ISBN 13 :
Total Pages : 510 pages
Book Rating : 4.:/5 (641 download)
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:
Author : Robert V. Whitman
Publisher :
ISBN 13 :
Total Pages : 90 pages
Book Rating : 4.:/5 (359 download)
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:
Author : Byoung Chan Jung
Publisher :
ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (811 download)
Download or read book Modeling of Strain Rate Effects on Clay in Simple Shear written by Byoung Chan Jung and published by . This book was released on 2006 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: The objective of this research is the development of a new constitutive model to describe the behavior of cohesive soils under time dependent loading. In the work presented here, the modified SIMPLE DSS model is expanded to account for the effects of strain rate on clays in simple shear conditions. The response of clay soils is highly dependent on the rate of strain for both effective stress path and stress-strain behavior. The undrained shear strength is strongly influenced by strain rate both in monotonic and cyclic simple shear tests. Nevertheless, the few available experimental results cover a very limited range of loading conditions and rates. The existing literature established that the soil response display a unique relationship between shear strength and log scale of strain rate. To include the effects of strain rate, the modified simple effective stress model starts with two assumptions: (1) a specific shear strength corresponds to a specific strain rate in a unique relation; and (2) the effect of strain rate does not change the failure envelope. The proposed model is developed from the original SIMPLE DSS model, based on an effective stress formulation in a reduced stress space, and utilizing concepts related to the framework of bounding surface plasticity. The proposed model evaluation was carried out comparing model simulations with results of simple shear tests on Boston Blue Clay and San Francisco Young Bay Mud. The model capability is useful especially in strain rate dependent responses for both monotonic and cyclic behavior, including irregular loading and step-changed condition. It was found that undrained shear strength in simple shear is directly related to strain rate effects and the responses in cyclic test show the more rate dependent behavior than those in monotonic test. The proposed model is able to predict the increase in undrained shear strength for higher strain rate.
Author : Charles Cushing Ladd
Publisher :
ISBN 13 :
Total Pages : 270 pages
Book Rating : 4.:/5 (359 download)
Download or read book Stress-strain Behavior of Saturated Clay and Basic Strength Principles written by Charles Cushing Ladd and published by . This book was released on 1964 with total page 270 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Charles C. Ladd
Publisher :
ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (733 download)
Download or read book Consolidated-undrained Direct-simple Shear Test on Saturated Clays written by Charles C. Ladd and published by . This book was released on 1972 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :
Publisher :
ISBN 13 :
Total Pages : 536 pages
Book Rating : 4.3/5 (91 download)
Download or read book Masters Theses and Doctoral Dissertations in the Pure and Applied Sciences Accepted by Colleges and Universities of the United States written by and published by . This book was released on 1968 with total page 536 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Charles C. Ladd
Publisher :
ISBN 13 :
Total Pages : 263 pages
Book Rating : 4.:/5 (19 download)
Download or read book The Influence of Stress System on the Behavior of Saturated Clays During Undrained Shear written by Charles C. Ladd and published by . This book was released on 1965 with total page 263 pages. Available in PDF, EPUB and Kindle. Book excerpt: The study investigates one phase of the overall problem of determining in situ properties, namely, the effects of stress system variables on the undrained shear behavior of saturated clays. Stress system variables refer to the direction and relative magnitude of the three principal stresses during consolidation and during shear. The report reviews and analyzes previous work in the area and presents the results of an extensive series of consolidated-undrained triaxial tests with pore pressure measurements on normally consolidated Boston blue clay prepared from a dilute slurry. The effects on undrained shear behavior of the following topics are considered in detail: anisotropic consolidation, perfect sampling, the intermediate principal stress, and rotation of principal planes during shear. These variables are shown to have a significant influence on most of the strength parameters.
Author : Raymond Nen Yong
Publisher :
ISBN 13 :
Total Pages : 346 pages
Book Rating : 4.:/5 (359 download)
Download or read book Strain Rate Effect on Clay Soil Strength written by Raymond Nen Yong and published by . This book was released on 1964 with total page 346 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :
Publisher :
ISBN 13 :
Total Pages : 164 pages
Book Rating : 4.0/5 ( download)
Download or read book Master's Theses and Doctoral Dissertations in the Pure and Applied Sciences written by and published by . This book was released on 1968 with total page 164 pages. Available in PDF, EPUB and Kindle. Book excerpt:
