The analysis on the correlation parameters of the embankment compaction under in situ conditions
Maciej Kumor
Department of Geotechnics; Faculty of Civil and Environmental Engineering and Architecture; University of Technology of Life Sciences in Bydgoszcz (Poland)
Łukasz Kumor
Geotechnical Department; Faculty of Civil Engineering Architecture and Environment Engineering; University Technology and Life Science (Poland)
https://orcid.org/0000-0002-4863-2643
Joanna Farmas
Geotechnical Department; Faculty of Civil Engineering Architecture and Environment Engineering; University Technology and Life Science (Poland)
Abstract
Geotechnical assessment of the implementation correctness of a road embankment wide range of issues, among which important selection and control of the quality of the earthworks are extremely significant. The article presents results of in situ tests determining correlations between the depending parameters defined by a static plate – VSS test – E1 and E2, and obtained from the study LFG Dynamic Load Plate. Studies indicate that the determination of the correlation between the parameters characterizing the particle size distribution (Cc, Cu, D10, D20, D30, D60), and the compaction parameters obtained by examining the compaction of sand embankment (Evd, E1, E2, I0) is physically complex and hence extremely difficult.
Keywords:
embankment, compaction parameters, correlationReferences
PN-B-04452:2002 Geotechnika. Badania polowe.
Google Scholar
PN-S-02205: styczeń 1998 Drogi samochodowe. Roboty ziemne. Wymagania i badania.
Google Scholar
Bobrowski D.: Probabilistyka w zastosowaniach technicznych, Wydawnictwo Naukowo-Techniczne Warszawa 1980.
Google Scholar
Farmas, J., Wernitz K. Geotechniczna ocena budowy korpusu drogowego wciągu ulicy.., Praca magisterska pod kierunkiem M. K. Kumor UTP, Bydgoszcz 2010.
Google Scholar
Kumor Ł. A. Badanie zagęszczalności wybranych kruszyw dla potrzeb budowy poduszki kompensacyjnej fundamentu silosu. Pracownia Inżynieryjno-Geologiczna, Bydgoszcz, 2006, materiał niepublikowany.
Google Scholar
Kumor, M.K., Kumor Ł.A., Wierzycka, E. Przebudowa ulicy wraz z mostem na rzece ., Pracownia Inżynieryjno-Geologiczna, Bydgoszcz. 2008 s. 150. Praca niepublikowana.
Google Scholar
Meyer Zygmunt, Obliczenia inżynierskie osiadania fundamentów. Zapol Szczecin 2012.
Google Scholar
Pisarczyk, S. Badania laboratoryjne i polowe gruntów. Oficyna Wydawnicza Politechniki Warszawskiej, Warszawa 1993a.
Google Scholar
Pisarczyk, S. Grunty nasypowe. Właściwości geotechniczne i metody ich badań. Oficyna Wydawnicza Politechniki Warszawskiej, Warszawa 1993b.
Google Scholar
Sulewska M. J.: Sztuczne sieci neuronowe w ocenie parametrów zagęszczenia gruntów niespoistych. Studia z Zakresu Inżynierii, nr 64, IPPT PAN Warszawa-Białystok 2009.
Google Scholar
Wiłun Z. Zarys Geotechniki. Wydawnictwo Komunikacji i Łączności, Wydanie 7, Warszawa 2007.
Google Scholar
Wysokiński L., Kotlicki W. Projektowanie konstrukcji oporowych, stromych skarp i nasypów z gruntu zbrojonego geosyntetykami. Nr 429/2007 ITB, Warszawa 2007.
Google Scholar
Authors
Maciej KumorDepartment of Geotechnics; Faculty of Civil and Environmental Engineering and Architecture; University of Technology of Life Sciences in Bydgoszcz Poland
Authors
Łukasz KumorGeotechnical Department; Faculty of Civil Engineering Architecture and Environment Engineering; University Technology and Life Science Poland
https://orcid.org/0000-0002-4863-2643
Authors
Joanna FarmasGeotechnical Department; Faculty of Civil Engineering Architecture and Environment Engineering; University Technology and Life Science Poland
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