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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: Statens geotekniska institut, 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 and Engineering Geology
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 Last updated: 2025-09-04

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Geotechnical Engineering and Engineering Geology

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CiteExportLink to record
Permanent link

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Cite
Citation style
  • apa
  • ieee
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  • vancouver
  • Other style
More styles
Language
  • de-DE
  • en-GB
  • en-US
  • fi-FI
  • nn-NO
  • nn-NB
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  • Other locale
More languages
Output format
  • html
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