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Author : William Albert Weiler
Publisher :
ISBN 13 :
Total Pages : 644 pages
Book Rating : 4.E/5 ( download)
Download or read book An Investigation of the Behavior of Stress Cells in Soil written by William Albert Weiler and published by . This book was released on 1979 with total page 644 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : William Albert Weiler
Publisher :
ISBN 13 :
Total Pages : 290 pages
Book Rating : 4.:/5 (671 download)
Download or read book Behavior of Stress Cells in Soil written by William Albert Weiler and published by . This book was released on 1978 with total page 290 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Billy Bruce Mazanti
Publisher :
ISBN 13 :
Total Pages : 104 pages
Book Rating : 4.3/5 (91 download)
Download or read book Study of Soil Behavior Under High Pressure written by Billy Bruce Mazanti and published by . This book was released on 1970 with total page 104 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : William A. Weiler
Publisher :
ISBN 13 :
Total Pages : 290 pages
Book Rating : 4.:/5 (17 download)
Download or read book Behavior of Stress Cells in Soils written by William A. Weiler and published by . This book was released on 1978 with total page 290 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : W. H. Shafer
Publisher : Springer Science & Business Media
ISBN 13 : 1475757859
Total Pages : 307 pages
Book Rating : 4.4/5 (757 download)
Download or read book Masters Theses in the Pure and Applied Sciences written by W. H. Shafer and published by Springer Science & Business Media. This book was released on 2013-03-14 with total page 307 pages. Available in PDF, EPUB and Kindle. Book excerpt: Masters Theses in the Pure and Applied Sciences was first conceived, published, and dis seminated by the Center for Information and Numerical Data Analysis and Synthesis (CINDAS) * at Purdue University in 1957, starting its coverage of theses with the academic year 1955. Beginning with Volume 13, the printing and dissemination phases of the ac tivity were transferred to University Microfilms/Xerox of Ann Arbor, Michigan, with the thought that such an arrangement would be more beneficial to the academic and general scientific and technical community. After five years of this joint undertaking we had concluded that it was in the interest of all concerned if the printing and distribution of the volume were handled by an international publishing house to assure improved service and broader dissemination. Hence, starting with Volume 18, Masters Theses in the Pure and Applied Sciences has been disseminated on a worldwide basis by Plenum Publishing Corporation of New York, and in the same year the coverage was broadened to include Canadian universities. All back issues can also be ordered from Plenum. We have reported in Volume 24 (thesis year 1979) a total of 10,033 theses titles from 26 Canadian and 215 United States universities. We are sure that this broader base for theses titles reported will greatly enhance the value of this important annual reference work. While Volume 24 reports these submitted in 1979, on occasion, certain universities do report theses submitted in previous years but not reported at the time.
Author : Steven Craig Boyce
Publisher :
ISBN 13 :
Total Pages : 662 pages
Book Rating : 4.E/5 ( download)
Download or read book Laboratory Determination of Horizontal Stress in Cohesionless Soil written by Steven Craig Boyce and published by . This book was released on 1983 with total page 662 pages. Available in PDF, EPUB and Kindle. Book excerpt: Three general approaches were used to investigate the problem of horizontal stress measurement in cohesionless soil; theoretical solutions, finite element modeling and laboratory testing. The best theoretical solution to represent a soil stress cell measuring lateral stress is that for a rigid elliptical inclusion in an infinite, elastic, homogeneous, isotropic material. Finite element modeling of the Cornell Stress Cell using three-dimensional elements allowed the soil to be represented as a cross-anisotropic material which was not possible with the theoretical solution. Laboratory testing included air and soil calibrations of the stress cell, determination of the coefficient of horizontal soil stress at rest and constant volume direct shear tests. The results of this study show that lateral stress measurements can be performed successfully with soil stress cells but the behavior of the cells is different from that of a cell oriented to measure vertical stress. (Author).
Author : Sutja Boonyachut
Publisher :
ISBN 13 :
Total Pages : 1300 pages
Book Rating : 4.:/5 (364 download)
Download or read book Experimental Study of the Behavior of Cohesionless Soil During Stress Reversals written by Sutja Boonyachut and published by . This book was released on 1977 with total page 1300 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : T. K. Lew
Publisher :
ISBN 13 :
Total Pages : 74 pages
Book Rating : 4.:/5 (359 download)
Download or read book Evaluation of a Three-dimensional Stress Cell for Granular Soils written by T. K. Lew and published by . This book was released on 1972 with total page 74 pages. Available in PDF, EPUB and Kindle. Book excerpt: The study presents the results of tests of rigid, solid, spherical, three-dimensional stress cells for measuring the complete state of stress at a point in a soil field under static or dynamic loading. In addition, a theory is presented for defining the behavior of a spherical stress cell embedded in nonlinear materials. The test results indicate that the stress cells are excellent for making static measurements in sand but that their adequacy for dynamic measurements requires further evaluation. (Author).
Author : Dominique Namy
Publisher :
ISBN 13 :
Total Pages : 546 pages
Book Rating : 4.E/5 ( download)
Download or read book An Investigation of Certain Aspects of Stress-strain Relationships for Clay Soils written by Dominique Namy and published by . This book was released on 1970 with total page 546 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Waterways Experiment Station (U.S.)
Publisher :
ISBN 13 :
Total Pages : 126 pages
Book Rating : 4.X/5 (1 download)
Download or read book Soil Pressure Cell Investigation written by Waterways Experiment Station (U.S.) and published by . This book was released on 1944 with total page 126 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Billy B. Mazanti
Publisher :
ISBN 13 :
Total Pages : 85 pages
Book Rating : 4.:/5 (227 download)
Download or read book Study of Soil Behavior Under High Pressure. Report 1. Volume 1. Response of Two Recompacted Soils to Various States of Stress written by Billy B. Mazanti and published by . This book was released on 1970 with total page 85 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report is concerned with the load-deformation characteristics of two field soils under confining pressures up to 10,000 psi. A wide variety of stress states were imposed upon partially saturated compacted specimens of soil which were obtained from two test sites, one in the United States and the other in Canada. The tests were performed with a high-pressure triaxial cell and the stress states included hydrostatic compression, triaxial shear, constant stress ratio tests, and no-lateral-strain tests. Cyclic loading was accomplished during many of the tests. (Author).
Author : Elisha Geiger
Publisher :
ISBN 13 :
Total Pages : 312 pages
Book Rating : 4.:/5 (798 download)
Download or read book Experimental Study of the Behavior of Cohesionless Soil During Large Stress Reversals and Reorientation of Principal Stresses written by Elisha Geiger and published by . This book was released on 1979 with total page 312 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Download or read book Stress - strain behavior of a gneiss residual soil using the cubic triaxial cell written by and published by . This book was released on 1912 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt: O conhecimento do comportamento de solos residuais é de grande importância para projetos geotécnicos no Brasil e, em particular, na região do Rio de Janeiro, tendo em vista que o clima tropical e as características geológicas favorecem a ocorrência de mantos residuais de grande espessura. O presente trabalho trata do estudo do comportamento tensão-deformação de um solo residual proveniente de um perfil de alteração de rocha gnáissica do maciço da Tijuca, Rio de Janeiro. Como os solos residuais gnáissicos preservam as foliações herdadas da rocha matriz, investigou-se em particular a relevância de se considerar a ocorrência de anisotropia nas características de resistência e deformabilidade destes solos. No estudo foi utilizado o equipamento triaxial cúbico desenvolvido na PUC-Rio. Este equipamento possibilita o controle independente das três tensões principais, sendo mais adequado para a reprodução das trajetórias de tensões tridimensionais, usualmente associadas com obras geotécnicas no campo, e em particular, para estudos sobre as características de anisotropia de solos. O programa experimental constou de ensaios de compressão axial e hidrostática, sob condições drenadas de carregamento, utilizando o equipamento triaxial cúbico. Foram realizados também ensaios oedométricos convencionais, de modo a se obter as características de compressibilidade do solo. Foram moldados corpos de prova a partir de blocos indeformados, paralelos e perpendiculares à foliação observada no solo, o que possibilitou a análise dos resultados para direções distintas de carregamento. Para efeito de comparação sobre a relevância do arranjo estrutural dos grãos do solo, foram ensaiados também corpos de prova compactados dos mesmos materiais. A análise dos resultados permitiu a obtenção dos módulos de deformabilidade e dos parâmetros de resistência do solo residual. Em particular, foram verificados os efeitos da direção de carregamento dos corpos de prova, do nível das tensões de confinamento, do grau de intemperismo, do arranjo estrutural dos grãos e dos efeitos do grau de saturação. Pode-se concluir que os solos estudados não apresentaram efeitos marcantes de anisotropia nas características de resistência. No entanto, quanto à deformabilidade, pode-se considerar que o solo residual jovem apresentou características anisotrópicas.
Author : George Lazebnik
Publisher : Springer Science & Business Media
ISBN 13 : 1461559790
Total Pages : 244 pages
Book Rating : 4.4/5 (615 download)
Download or read book Monitoring of Soil-Structure Interaction written by George Lazebnik and published by Springer Science & Business Media. This book was released on 2012-12-06 with total page 244 pages. Available in PDF, EPUB and Kindle. Book excerpt: Gregory Tsinker brings his extensive knowledge of structural engineering and geotechnical design to his translation of George E. Lazebnik's work on soil-structure interaction. Monitoring of Soil-Structure Interaction is aimed at professional geotechnical and foundation engineers who deal with soil-foundation interaction, soil pressure distribution, or ground monitoring instruments. This book will incorporate original data and emphasize practical, mathematical models for measuring soil pressure on the foundations of a structure. Readers will be able to compare their calibrated measurements to the data presented in the book.
Author :
Publisher :
ISBN 13 :
Total Pages : 858 pages
Book Rating : 4.F/5 ( download)
Download or read book Dissertation Abstracts International written by and published by . This book was released on 2005 with total page 858 pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author : Billy Bruce Mazanti
Publisher :
ISBN 13 :
Total Pages : pages
Book Rating : 4.:/5 (132 download)
Download or read book Study of Soil Behavior Under High Pressure written by Billy Bruce Mazanti and published by . This book was released on 1970 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:
Author :
Publisher :
ISBN 13 :
Total Pages : 1170 pages
Book Rating : 4.3/5 ( download)
Download or read book Research Awards Index written by and published by . This book was released on 1982 with total page 1170 pages. Available in PDF, EPUB and Kindle. Book excerpt:
