Powiadomienia systemowe
- Sesja wygasła!
Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
The paper presents results of experimental study on the compressibility of soils contaminated by diesel oil from Żuławy region. The investigation results show that compressibility of the soils increases with increasing diesel oil content. A significant increasing in compression was found when diesel oil content in soil exceeded 3%. The compression index Cc changes inversely to changes in the dielectrical constant of a porous medium. The index Cc for contaminated organic soil can be estimated from the established compression index of "clean" soil and dielectric constant of the porous medium of polluted soil.
Słowa kluczowe
Rocznik
Tom
Strony
299--307
Opis fizyczny
Bibliogr. 17 poz., il.
Twórcy
autor
autor
- University of Technology and Life Sciences in Bydgoszcz, ul. S. Kaliskiego 7, 85-796 Bydgoszcz, Poland, andyolchwa@wp.pl
Bibliografia
- 1. Ansoult M., De Backer L. W., Declerq M. (1985) Statistical relationship between apparent dielectric constant and water content in porous media, Soil Science Society of American Journal, 49, 47–50.
- 2. Draper N. R., Smith H. (1973) Applied Regression Analysis, PWN, Warsaw (in Polish).
- 3. Izdebska-Mucha D. (2005) Influence of oil pollution on delescted geological-engineering properties of clay soils, Przeglad Geologiczny, 53 (9), 766–769 (in Polish).
- 4. Malicki A. M. (1999) Methodical Questions of Monitoring of Water Status in Selected Biological Materials, Acta Agrophysica, Lublin.
- 5. Mojid M. A., Cho H. (2004) Evaluation of the time-domain reflectometry (TDR) – measured composite dielectric constant of root – mixed soils for estimating soil water content and root density, Journal of Hydrology, 295, 263–275.
- 6. Nowak R. (2002) Statistics for Physicist, Wyd. Naukowe PWN, Warsaw (in Polish).
- 7. Olchawa A. (2003) The Properties of Soils Composites as a Material for Constructing Flood Embankments, Water-Environmental-Rural Area. Treatises and Monographs, Edition of IMUZ Falenty.
- 8. PN-B-02481 (1998) Geotechnics – Basic terms, symbols and units.
- 9. PN-88/B-04481 (1988) Building soils. Laboratory tests.
- 10. PN/B-04452 (2002) Geotechnics – field tests.
- 11. PN-86/B-02480 (1986) Building soils, Nomenclature, symbols, classification and description of soils.
- 12. PN-EN ISO 14688-1 (2006) Geotechnical investigation. Testing, identification and classification. Part 1: Identification and description.
- 13. PN-EN ISO 14688-2 (2006) Geotechnical investigation. Testing, identification and classification. Part 2: Principles for classification.
- 14. Saatretenko T. (1998) Electrical properties of water in clay and silty soils, Journal of Applied Geophysics, 40, 73–88.
- 15. Sridharan A., Jayadeva M. S. (1982) Double layer theory and compressibility of clays, Geotechnique, 32 (2), 133–144.
- 16. Whitlow B. (1990) Basic Soil Mechanics, Longman Scientific and Technical, New York.
- 17. Zadroga B., Olanczuk-Neyman K. (2001) Protection and Remedia of a Subsoil, Publishing House of Gdansk University of Technology.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BATA-0001-0008