Peer-reviewed articles 17,970 +


Title: AUTOMATION AND APPLICATION OF LIGHTWEIGHT DYNAMIC CONE PENETROMETER (DCP) FOR PAVEMENT BEARING CAPACITY TESTING
AUTOMATION AND APPLICATION OF LIGHTWEIGHT DYNAMIC CONE PENETROMETER (DCP) FOR PAVEMENT BEARING CAPACITY TESTING

PlumX Article Metrics by Elsevier
Tomas Macan; Ondrej Machel; Jiri Grosek
10.5593/sgem2022/1.1/s02.011
10.5593/sgem2022/1.1
1314-2704
978-619-7603-38-5
English
22
1.1
•    Prof. DSc. Oleksandr Trofymchuk, UKRAINE 
•    Prof. Dr. hab. oec. Baiba Rivza, LATVIA
Hydrogeology, Engineering Geology and Geotechnics
The California Bearing Ratio (CBR) is a test designed to measure the bearing capacity of the subgrade during a construction of roads. It has also been used as a baring capacity test for unpaved aircraft runways and other transport areas. Nowadays, CBR is used as a proof and control test in evaluating the bearing capacity of subgrade and structural layers of roads. A distinction is made between the laboratory test and the in-situ test, which is nowadays no longer widely used. This is due to several reasons. It is primarily about the physical demands of performing the test. Another limiting factor is that it can only be used in case of fine-grained materials.
This paper deals with the development of an automatic lightweight dynamic cone penetrometer, verification of its functionality in the laboratory geotechnical field, describing the progress and results of comparative measurements with mechanical DCP. Also, the CBR values obtained by the classical way from the collected samples and the CBR obtained by recalculation from the measured values by the automatic DCP in-situ will be compared.
[1] CSN EN ISO 22476-2: Geotechnical Investigation And Testing - Field Tests - Part 2: Dynamic Penetration Test
[2] P Paige-Green and L Du Plessis: The Use And Interpretation Of The Dynamic Cone Penetrometer (DCP) Test, CSIR Built Environment Pretoria, 2009
[3] T. Krajcovic, The Dynamic Cone Penetrometer For Compaction Control Of The Pavement Subgrade, University Of Technology, Faculty Of Civil Engineering Institute Of Road, Brno 2013
[4] K. Antosova, The Usage Of The Dynamic Cone Penetrometer To Road Buildings, University Of Technology, Faculty Of Civil Engineering Institute Of Road, Brno 2012
[5] ASTM D 6951-03 Standard Test Method For Use Of The Dynamic Cone Penetrometer In Shallow Pavement Applications,. American Society For Testing And Materials, West Conshohocken, PA, USA, 2005
This article has been produced with the financial support of the Ministry of Transport within the framework of the programme of long-term conceptual development of research organisations.
conference
https://doi.org/10.5593/sgem2022/1.1/s02.011
Download PDF
Proceedings of 22nd International Multidisciplinary Scientific GeoConference SGEM 2022
22nd International Multidisciplinary Scientific GeoConference SGEM 2022, 04 - 10 July, 2022
Proceedings Paper
STEF92 Technology
International Multidisciplinary Scientific GeoConference SGEM
SWS Scholarly Society; Acad Sci Czech Republ; Latvian Acad Sci; Polish Acad Sci; Serbian Acad Sci and Arts; Natl Acad Sci Ukraine; Natl Acad Sci Armenia; Sci Council Japan; European Acad Sci, Arts and Letters; Acad Fine Arts Zagreb Croatia; Croatian Acad Sci and Arts; Acad Sci Moldova; Montenegrin Acad Sci and Arts; Georgian Acad Sci; Acad Fine Arts and Design Bratislava; Turkish Acad Sci.
93-100
04 - 10 July, 2022
website
8398
Penetrometer, pavement, California Bearing Ratio (CBR)