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CPT test. Equipment, testing, evaluation. An in situ method for determination of stratigraphy and properties in soil profiles
Responsible organisation
1995 (English)Report (Other academic)
Abstract [en]

(1) Principle of the CPT test; (2) CPT test equipment; (3) Performance of CPT test; (4) Data processing and reporting of test results; (5) Evaluation of stratigraphy and classification of soil; (6) Evaluation of undrained shear strength; (7) Evaluation of preconsolidation pressure; (8) Evaluation of overconsolidation ratio; (9) Evaluation of relative density; (10) Evaluation of friction angle; (11) Evaluation of deformation properties; (12) Comparison with other empirical experience and test methods

Place, publisher, year, edition, pages
Linköping, 1995. , p. 77
Series
SGI Information, ISSN 0281-7578 ; 15E
Keywords [en]
Cone penetrometer test, Piezometer, Pore pressure, Equipment, Test procedure, Classification, Layered system, Shear strength, Preconsolidation, Overconsolidation, Angle of internal friction, Deformation, Bibliography, English
National Category
Geotechnical Engineering
Identifiers
URN: urn:nbn:se:swedgeo:diva-134Local ID: 000043698OAI: oai:DiVA.org:swedgeo-134DiVA, id: diva2:1299894
Available from: 2019-03-28 Created: 2019-03-28

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File name FULLTEXT01.pdfFile size 4188 kBChecksum SHA-512
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Type fulltextMimetype application/pdf

Geotechnical Engineering

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CiteExportLink to record
Permanent link

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Cite
Citation style
  • apa
  • harvard1
  • ieee
  • modern-language-association-8th-edition
  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
  • sv-SE
  • Other locale
More languages
Output format
  • html
  • text
  • asciidoc
  • rtf