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Book Correlations of Soil and Rock Properties in Geotechnical Engineering

Download or read book Correlations of Soil and Rock Properties in Geotechnical Engineering written by Jay Ameratunga and published by Springer. This book was released on 2015-12-11 with total page 236 pages. Available in PDF, EPUB and Kindle. Book excerpt: This book presents a one-stop reference to the empirical correlations used extensively in geotechnical engineering. Empirical correlations play a key role in geotechnical engineering designs and analysis. Laboratory and in situ testing of soils can add significant cost to a civil engineering project. By using appropriate empirical correlations, it is possible to derive many design parameters, thus limiting our reliance on these soil tests. The authors have decades of experience in geotechnical engineering, as professional engineers or researchers. The objective of this book is to present a critical evaluation of a wide range of empirical correlations reported in the literature, along with typical values of soil parameters, in the light of their experience and knowledge. This book will be a one-stop-shop for the practising professionals, geotechnical researchers and academics looking for specific correlations for estimating certain geotechnical parameters. The empirical correlations in the forms of equations and charts and typical values are collated from extensive literature review, and from the authors' database.

Book The Penetrometer and Soil Exploration

Download or read book The Penetrometer and Soil Exploration written by G. Sanglerat and published by Elsevier. This book was released on 2012-12-02 with total page 489 pages. Available in PDF, EPUB and Kindle. Book excerpt: The Penetrometer and Soil Exploration: Interpretation of Penetration Diagrams—Theory presents the many uses of the penetrometer for investigating soil conditions. Testing methods include the following: (1) in situ load tests on full-scale foundations; (2) laboratory testing of undisturbed samples, and (3) in situ testing of soils. The book regards the advantages of using the penetrometer as a handy tool in drilling and sampling. The text emphasizes that the investigator should never rely entirely on the analogy or the extrapolation of information pertaining to a nearby site. The text describes the different shapes of the penetrometer diagrams obtained from tests in homogeneous cohesionless soil, as well as the significance of the embedment of a pile into the bearing stratum for deep foundation designs. The paper discusses the De Beer theory, Kerisel's theory, and the theory developed at the Delft Laboratory of Soil Mechanics. The laboratory determines the maximum soil pressure and the corresponding embedment of the pile. According to Professor L'Herminier, "the bearing capacity of a pile may be determined...from laboratory tests on soil samples, the other by extrapolating penetrometer data." The book is suitable for structural engineers, civil engineers, geologists, architects, and students of soil mechanics.

Book Evaluation of Consolidation Characteristics of Cohesive Soils from Piezocone Penetration Tests

Download or read book Evaluation of Consolidation Characteristics of Cohesive Soils from Piezocone Penetration Tests written by Murad Yusuf Abu-Farsakh and published by . This book was released on 2004 with total page 130 pages. Available in PDF, EPUB and Kindle. Book excerpt: This report presents the evaluation of the capability of the current piezocone penetration test (PCPT) interpretation methods to reasonably predict the consolidation parameters needed to predict the total and time rate of settlement of cohesive soils. Seven sites in Louisiana were selected for this study. In each site, in-situ PCPT tests were performed and soundings of cone tip resistance, sleeve friction and pore pressures were recorded. Dissipation tests were also conducted at different penetration depths. High quality shelby tube samples were collected close to the PCPT tests and used to carry out a comprehensive laboratory testing program including unconfined compression test, triaxial test and one-dimensional oedometer consolidation test. The tangent constrained modulus, overconsolidation ratio and the vertical coefficient of consolidation, predicted using the different interpretation methods, were compared with the reference values determined from the laboratory consolidation tests.

Book Interpretation of Cone Penetration Tests in Cohesive Soils

Download or read book Interpretation of Cone Penetration Tests in Cohesive Soils written by Kwangkyum Kim and published by . This book was released on 2006-12-15 with total page pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Penetration Tests on Soils

Download or read book Penetration Tests on Soils written by V. F. Razorenov and published by . This book was released on 1973 with total page 265 pages. Available in PDF, EPUB and Kindle. Book excerpt: ;Contents: The procedure for penetration soil tests; The procedure for testing the surface layers of soil by sounding; The procedure for testing cohesive soils using vane shear and combined soil tests; The procedure for establishing a correlation between the physico-mechanical properties of cohesive soils; Investigations of the physicomechanical properties and indicative criteria of soils by the methods of penetration and sounding; The principles of the technology of soil testing by the methods of penetration, sounding and vane shear.

Book Interpretation of In Situ Testing of Cohesive Soils Using Rational Methods

Download or read book Interpretation of In Situ Testing of Cohesive Soils Using Rational Methods written by and published by . This book was released on 1992 with total page 435 pages. Available in PDF, EPUB and Kindle. Book excerpt: This research uses theoretical analyses to investigate the fundamental mechanisms controlling the performance of common in-situ penetration tests which are used to estimate the engineering properties of cohesive soils. The mechanics of penetration processes are modelled using the Strain Path Method together with generalized effective stress soil models. The analytical predictions provide a rational basis for establishing how soil properties are related to in-situ measurements. The predictions are evaluated by comparison with field data from well documented test sites. Results of this research show the following: (1) The cone resistance and excess pore pressures measured on the face of the cone during piezocone penetration are the most reliable measurements for estimating changes in undrained shear strength within a given clay deposit. (2) There is no rational basis for correlations between dilatometer contact pressures and in situ K sub O stresses, undrained shear strength or preconsolidation pressure. (3) Model predictions provide a reliable basis for estimating the horizontal coefficient of permeability for normally and lightly overconsolidated clays (OCR

Book Correlation of Field Penetration and Vane Shear Tests for Saturated Cohesive Soils

Download or read book Correlation of Field Penetration and Vane Shear Tests for Saturated Cohesive Soils written by William N. Houston and published by . This book was released on 1960 with total page 86 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Foundation Design  Principles and Practices

Download or read book Foundation Design Principles and Practices written by Donald P. Coduto and published by Pearson Higher Ed. This book was released on 2013-10-03 with total page 889 pages. Available in PDF, EPUB and Kindle. Book excerpt: For undergraduate/graduate-level foundation engineering courses. Covers the subject matter thoroughly and systematically, while being easy to read. Emphasizes a thorough understanding of concepts and terms before proceeding with analysis and design, and carefully integrates the principles of foundation engineering with their application to practical design problems.

Book Abstracts of Theses

    Book Details:
  • Author : Louisiana State University and Agricultural and Mechanical College. Graduate school
  • Publisher :
  • Release : 1953
  • ISBN :
  • Pages : 156 pages

Download or read book Abstracts of Theses written by Louisiana State University and Agricultural and Mechanical College. Graduate school and published by . This book was released on 1953 with total page 156 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book NBS Building Science Series

Download or read book NBS Building Science Series written by and published by . This book was released on 1974 with total page 168 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book The Graduate School Abstracts of Dissertations  Titles of Theses

Download or read book The Graduate School Abstracts of Dissertations Titles of Theses written by and published by . This book was released on 1950 with total page 356 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Correlation Between the Standard Penetration Test  SPT  and the Static Cone Penetration Test  CPT  for Some Local Soils

Download or read book Correlation Between the Standard Penetration Test SPT and the Static Cone Penetration Test CPT for Some Local Soils written by Hamid Ahmed El Hag and published by . This book was released on 1981 with total page 14 pages. Available in PDF, EPUB and Kindle. Book excerpt:

Book Soils and Foundations for Architects and Engineers

Download or read book Soils and Foundations for Architects and Engineers written by Chester I. Duncan and published by Springer Science & Business Media. This book was released on 2013-06-29 with total page 377 pages. Available in PDF, EPUB and Kindle. Book excerpt: Soils and Foundations for Architects and Engineers provides in-depth, yet simplified, information on the more commonly encountered aspects of soils mechanics and foundations. It also redefines and clarifies many frequently misunderstood aspects of soil mechanics and foundations such as the actual failure mode of footing due to excessive vertical or lateral pressure theory and the effect of groundwater.

Book Report No  FHWA RD

    Book Details:
  • Author : United States. Federal Highway Administration. Offices of Research and Development
  • Publisher :
  • Release : 1977
  • ISBN :
  • Pages : 722 pages

Download or read book Report No FHWA RD written by United States. Federal Highway Administration. Offices of Research and Development and published by . This book was released on 1977 with total page 722 pages. Available in PDF, EPUB and Kindle. Book excerpt: