Loesses near Kraków in light of geological-engineering research

• Autorzy: Borecka A. , Olek B.
• Języki publikacji: EN

Abstrakty

EN

This work is only a preliminary study on the evaluation of geological engineering properties of loess area of Kraków. It has been expanded to include field tests (CPTU, DMT), which is an alternative to expensive and time-consuming laboratory tests. The field tests allow enough detail to track the variability of physical and mechanical properties of soils, but in many cases, provide too much information, because their interpretation is often based only on a qualitative analysis. Laboratory and field tests are complementary and should be continued in order to determine best the correlation between the measured values of the resistance probes (CPTU, DMT) and the results obtained from laboratory tests. This will provide new calculation formulas for the evaluation of geotechnical parameters of loess in situ.

Słowa kluczowe

EN

loess; geological research; geotechnical properties; engineering geology; soil testing; soil properties

PL

badania geologiczne; właściwości geotechniczne; geologia inżynierska; less; badania gleby; właściwości gleby

• Wydawca: De Gruyter
• Czasopismo: Studia Geotechnica et Mechanica
• Rocznik: 2013
• Tom: Vol. 35, nr 1
• Strony: 41--58
• Opis fizyczny: Bibliogr. 15 poz., tab., rys.

Twórcy

autor

Borecka A.

• AGH University of Science and Technology

autor

Olek B.

• AGH University of Science and Technology

Bibliografia

• [1] BOROWCZYK M., FRANKOWSKI Z., Variability of geotechnical properties of loesses in light of nowadays research methods, Geological Quarterly, 2, 23, 1979, 447–459, (in Polish).
• [2] FRANKOWSKI Z., Engineering geology properties, profil Kraków-Zwierzyniec, [in:] H. Maruszczak (ed.), Elementary profiles of loesses from Poland, UMSC Committee on Quaternary Research PAN, Lublin 1991, 100–100, (in Polish).
• [3] GRABOWSKA-OLSZEWSKA B. (ed.), Applied geology. Properties of unsaturated soils, Polish Scientific Publishers, PWN, Warszawa 1998, (in Polish).
• [4] KOLASA M., Geotechnical properties of loesses near Kraków, Prace Geologiczne PAN, 18, 1963, 7–84, (in Polish).
• [5] LUNNE T., ROBERTSON P.K., POWELL J.J.M., Cone Penetration Testing in geotechnical practice, Blackie Academic and Professional, London 1997.
• [6] ŁANCZONT M., WOJTANOWICZ J., Peryglacial zonation of silt deposits in Poland, Annales UMCS, sec. B, 54, 1999, 41–48, (in Polish).
• [7] MALINOWSKI J., Engineering geology investigation of loesses, Wydawnictwa Geologiczne, Warszawa 1971, (in Polish).
• [8] MARUSZCZAK H., Definition and classification of loesses and loess-like deposit, Polish Geological Review, 48, 7, 2000, 580–586, (in Polish).
• [9] MAYNE P.W., MITCHELL J.K., AUXT J.A., YILMAZ R., U.S. National Report on CPT, International Symposium on Cone Penetration Testing, Vol. 1 (CPT’95), Swedish Geotechnical Society, Report 3, Linkőping 1995, 263–276.
• [10] MŁYNAREK Z., TSCHUSCHKE W., WIERZBICKI J., Using cone penetration test and Marchetti dilatometer to evaluation of geotechnical properties of mining waste, Seminar: New methods of soil investigations, ITB, Warszawa 2003, 21–35, (in Polish).
• [11] MYŚLIŃSKA E., Laboratory investigations of soils, Polish Scientific Publishers PWN, Warszawa 2001 (in Polish).
• [12] PN-B-04481:1988. Building soils. Laboratory itesting of soils, PKN, (in Polish).
• [13] PN-EN ISO 14688-1:2006. Geotechnical investigation and testing. Identification and classification of soil. Part 1: Identification and description, PKN.
• [14] PN-EN ISO 14688-2:2006. Badania geotechniczne. Oznaczanie i klasyfikowanie gruntów. Part 2: Principles for a classification, PKN.
• [15] SIKORA Z., Cone penetration test – methods and application in geo-engineering, Wydawnictwa Naukowo-Techniczne, Warszawa 2006, (in Polish).