@ARTICLE{Maślakowski_M._Validation_2018,
 author={Maślakowski, M. and Brzeziński, K. and Zbiciak, A. and Józefiak, K.},
 volume={Vol. 64},
 number={No 4/I},
 journal={Archives of Civil Engineering},
 pages={265-280},
 howpublished={online},
 year={2018},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={The article presents an assessment of the suitability of the cone penetrometer to determine the soil state. The work describes the principle of the device operation, which is similar to commonly used dynamic DPL probes. Then, the results of research conducted in Polish conditions using the new conical penetrometer were presented. A series of measurements were performed in real field conditions. On their basis, an attempt was made to correlate the results obtained with a conical penetrometer and a static probe CPT. Then, the obtained correlations were validated. On this basis preliminary evaluation of the conical penetrometer suitability for the soil state determining.},
 type={Article},
 title={Validation of the cone penetrometer suitability for determining the state of soil},
 URL={http://journals.pan.pl/Content/115623/PDF-MASTER/16_ace-2018-0056.pdf},
 keywords={dynamic cone penetrometer, CPT static cone penetrometer, in-situ methods, state of soil, correlation},
}