NEW METHOD OF STUDYING SOIL CONSOLIDATION
NOWA METODA BADAN KONSOLIDACJI GRUNTOW
The author outlines the theoretical basis of a new consolidation test method which takes account of the viscous properties of the soil. Details are given of the equipment developed and of results obtained for various types of soil. These results concern stress-strain curves, consolidation coefficient, oedometer modulus maximum preconsolidation stress and some rheological characteristics. (TRRL)
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Corporate Authors:
Panstowowe Wydawnictwo Naukowe
Miodowa 10 Naukowe, U1
Warsaw, PolandPanstowowe Wydawnictwo Naukowe
Miodowa 10 Naukowe, U1
Warsaw, Poland -
Authors:
- Vulk, JJB
- Publication Date: 1977
Language
- Polish
Media Info
- Features: Figures; References; Tables;
- Pagination: p. 253-265
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Serial:
- Archiwum Hydrotechniki
- Volume: 23
- Issue Number: 2
Subject/Index Terms
- TRT Terms: Clay; Coefficients; Compressibility; Consolidation; Deformation curve; Measuring instruments; Modulus; Oedometers; Preconsolidation pressure; Rheological properties; Rheology; Soil conservation; Soil consolidation test; Soil mechanics; Soil stabilization; Soils; Test procedures; Theory; Viscosity
- Old TRIS Terms: Preconsolidation
- ITRD Terms: 6155: Apparatus (measuring); 4177: Clay; 5905: Compressibility; 5791: Consolidation (soil); 5442: Rheology; 4156: Soil; 5755: Soil mechanics; 6288: Test method; 9078: Theory; 5936: Viscosity
- Subject Areas: Environment; Geotechnology; Highways;
Filing Info
- Accession Number: 00309254
- Record Type: Publication
- Source Agency: Laboratoire Central des Ponts et Chausees (LCPC)
- Files: ITRD, TRIS
- Created Date: Jun 26 1980 12:00AM