COMPARISON OF SOME VANE TEST RESULTS AND CORRESPONDING RESISTANCES TO THE CONE MEASURED IN PENETRATION TESTS.
VERGELIJKING VAN DE RESULTATEN VA ENKELE VINPROEVEN EN VAN DE OVEREENKOMSTIGE KONUSWEERSTANDEN OPGEMETEN IN SOUDERINGEN
Approximately twenty vane tests were carried out simultaneously with static penetration tests in low-strength soil layers. Results showed that the theoretical relation generally accepted C(K,A)=(NC) (CY), where C(K,D) is the end-bearing resistance, CY the apparent cohension and NC a coefficient, is justified as long as the end-bearing resistance is between 8 to 16KG/CM. SQ., in this case the value of NC is 15. For lower values of C(K,A), no correlation could be established. Several hypotheses are put forward to explain this fact.
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Availability:
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Corporate Authors:
Ministere des Travaux Publics
rue de la loi 155
1000 Bruxelles, Belgium -
Authors:
- Carpentier, R
- Publication Date: 1970-6
Language
- Undetermined
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 179-186
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Serial:
- Annales des Travaux Publics de Belgique
- Issue Number: 3
- Publisher: Nouvelle Imprimerie Commerciale et Industrielle SC
- ISSN: 0373-0891
Subject/Index Terms
- TRT Terms: Bearing capacity; Coefficients; Cohesion; Color; Comprehension; Construction sites; Freeways; Hypothesis testing; Legibility; Maintenance; Perception; Soil penetration test; Soils; Strength of materials; Traffic signs; Vane shear tests
- Uncontrolled Terms: Hypothesis
- ITRD Terms: 5903: Cohesion; 4156: Soil; 5755: Soil mechanics; 6294: Static penetration test; 5544: Strength (mater); 6158: Vane
- Subject Areas: Data and Information Technology; Geotechnology; Highways; Maintenance and Preservation; Operations and Traffic Management; Safety and Human Factors; I73: Traffic Control;
Filing Info
- Accession Number: 00081145
- Record Type: Publication
- Source Agency: Transport and Road Research Laboratory (TRRL)
- Files: ITRD, TRIS
- Created Date: Apr 8 1975 12:00AM