Vane Shear and Cone Penetration Resistance Testing of Insitu Soils PDF Download
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Author: American Society for Testing and Materials
Publisher:
ISBN:
Category : Soils
Languages : en
Pages : 64
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Book Description
Author: Adrian F. Richards
Publisher: ASTM International
ISBN: 0803111886
Category : Shear strength of soils
Languages : en
Pages : 370
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Book Description
"The objectives of the symposium were to review the state of knowledge of the vane shear test (VST) and to provide the latest information on test theory, methods, and interpretation for the purpose of improved standardization of the field and laboratory vane tests."--Overview.
Author: American Society for Testing and Materials
Publisher:
ISBN:
Category : Soils
Languages : en
Pages : 64
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Book Description
Author: Michael A. Hicks
Publisher: CRC Press
ISBN: 0429000480
Category : Technology & Engineering
Languages : en
Pages : 757
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Book Description
Cone Penetration Testing 2018 contains the proceedings of the 4th International Symposium on Cone Penetration Testing (CPT’18, Delft, The Netherlands, 21-22 June 2018), and presents the latest developments relating to the use of cone penetration testing in geotechnical engineering. It focuses on the solution of geotechnical challenges using the cone penetration test (CPT), CPT add-on measurements and companion in-situ penetration tools (such as full flow and free fall penetrometers), with an emphasis on practical experience and application of research findings. The peer-reviewed papers have been authored by academics, researchers and practitioners from many countries worldwide and cover numerous important aspects, ranging from the development of innovative theoretical and numerical methods of interpretation, to real field applications. This is an Open Access ebook, and can be found on www.taylorfrancis.com.
Author: T. Lunne
Publisher: CRC Press
ISBN: 1482295040
Category : Architecture
Languages : en
Pages : 351
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Book Description
This book provides guidance on the specification, performance, use and interpretation of the Electric Cone Penetration Test (CPU), and in particular the Cone Penetration Test with pore pressure measurement (CPTU) commonly referred to as the "piezocone test".
Author: E. D'Appolonia
Publisher: ASTM International
ISBN:
Category : Soils
Languages : en
Pages : 250
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Book Description
Author: Alan J. Lutenegger
Publisher: CRC Press
ISBN: 100038070X
Category : Science
Languages : en
Pages : 371
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Book Description
In Situ Testing Methods in Geotechnical Engineering covers the field of applied geotechnical engineering related to the use of in situ testing of soils to determine soil properties and parameters for geotechnical design. It provides an overview of the practical aspects of the most routine and common test methods, as well as test methods that engineers may wish to include on specific projects. It is suited for a graduate-level course on field testing of soils and will also aid practicing engineers. Test procedures for determining in situ lateral stress, strength, and stiffness properties of soils are examined, as is the determination of stress history and rate of consolidation. Readers will be introduced to various approaches to geotechnical design of shallow and deep foundations using in situ tests. Importantly, the text discusses the potential advantages and disadvantages of using in situ tests.
Author: Committee D-18 Staff
Publisher:
ISBN: 9780803161672
Category : Soils
Languages : en
Pages : 47
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Book Description
Author: T.S. Nagaraj
Publisher: Elsevier
ISBN: 0444599134
Category : Technology & Engineering
Languages : en
Pages : 725
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Book Description
Soils, rocks and concrete are the principal materials a civil engineer encounters in practice. This book deals with the material analogies, their implications in property characterization, giving attention to similar as well as dissimilar methods in respect of each of these three materials. It provides an integrated, systematic approach for realistic assessment of engineering properties of soils, rocks and concrete. Geotechnical engineers, civil engineers and materials scientists will be interested in this volume.
Author: James A. Schneider
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 300
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Book Description
A total of 61 cone penetration tests were performed at 14 sites in the state of Wisconsin. Data reinforced conclusions from practice in Minnesota and previously performed test programs related to the Marquette Interchange and Mitchell interchange project that use of the CPT can be successful in glacial geologies. Within in this study CPTs were performed to depths in excess of 75 feet in alluvial deposits, outwash, and lacustrine soils. Difficulties were encountered in clay tills and fill placed for highway structures. However, previous experience in Milwaukee by commercial CPT operators had success in clayey tills of eastern Wisconsin.
Author: David E. Newcomb
Publisher: Transportation Research Board
ISBN: 9780309068574
Category : Science
Languages : en
Pages : 84
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Book Description
This synthesis report will be of interest to pavement and geotechnical design and research engineers, geologists and engineering geologists, and related laboratory personnel. It describes the current practice for measuring in situ mechanical properties of pavement subgrade soils. The tests conducted to measure the mechanical properties of soil strength and stiffness are the primary topics, and these are discussed in the context of design procedures, factors affecting mechanical properties, and the variability of measurements. Information for the synthesis was collected by surveying U.S., Canadian, and selected European transportation agencies and by conducting a literature search. This TRB report provides information on existing and emerging technologies for static and dynamic, and destructive and nondestructive testing for measuring in situ mechanical properties of pavement subgrade soils. Correlations between in situ and laboratory tests are presented. The effects of existing layers on the measurement of subgrade properties, and soil spatial and seasonal variability are discussed. Most importantly, the use of soil properties in pavement design and evaluation are explained. New applications or improvements to existing test methods to support the use of mechanistic/stochastic-based pavement design procedures are also explained.
