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DEVELOPMENT OF AUTOMATIC DATALOGGER SYSTEM FOR HEAVY DYNAMIC PENETROMETER

Augustin Leiter

First published: 2018-06-20https://doi.org/10.5593/sgem2018/1.3/s03.037View metrics

Abstract

The paper informs about the process of development and testing of dynamic cone penetration test semi-automatic data recorder. Dynamic probing is widely used in-situ testing procedure. The test principle is to drive a rod with a cone tip on its end into a soil by a ram. During the test an operator records the number of blow count and value of torque moment evaluating the soil lateral friction with rods. Keeping the handwritten record during test is a concentration demanding process providing large room for human error. Newly developed recording unit presented in paper would greatly facilitate the operator work by automatic data recording. Technological prototype of datalogger is specialized to operate with Borros DPT machine, which use is widespread in the Czech Republic. The electronic part and firmware development have been done simultaneously with the mechanical unit development. An important feature of the data logging system is the mechanical and functional robustness as a precondition of entire unit reliability. The final continuous digital record then can be effectively processed in order to find correlations between the result of penetration test and the physical index properties of the tested soil.

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Publication details

Title
DEVELOPMENT OF AUTOMATIC DATALOGGER SYSTEM FOR HEAVY DYNAMIC PENETROMETER
Authors
Augustin Leiter
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 18th International Multidisciplinary Scientific GeoConference SGEM2018, Science and Technologies in Geology, Exploration and Mining
Publisher
STEF92 Technology
Year
2018
Pages
287-294
SWS Citekey
Leiter20183287294
ISSN
1314-2704
ISBN
978-619-7408-37-9
Language
en
Publication type
Conference Paper
Keywords
References10
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  2. VENNAPUSA, Pavana, David WHITE, John SIEKMEIER a Rebecca EMBACHER. In situ mechanistic characterisations of granular pavement foundation layers. International Journal of Pavement Engineering [online]. 2012, 13(1), 52-67

  3. ABUEL-NAGA, H., A. BOUAZZA a M. HOLTRIGTER. On use of dynamic probing in sandy soils. Lowland technology international. 2011, 13(2), 40-55.

  4. SHAHIEN, Marawan a Ahmed FAROUK. Estimation of deformation modulus of gravelly soils using dynamic cone penetration tests. Ain Shams Engineering Journal [online]. 2013, 4(4), 633-640

  5. MACROBERT, C., D. KALUMBA a P. BEALES. Correlating standard Penetration Test and Dynamic Probe Super Heavy penetration resistance values in sandy soils. Journal of the south African institution of civil engineering. 2011, 53(1), 46-54.

  6. ŽARŽOJUS, Gintaras a Kastytis DUNDULIS. Problems of Correlation between Dynamic Probing Test (DPSH) and Cone Penetration Test (CPT) for Cohesive Soils of Lithuania. The Baltic Journal of Road and Bridge Engineering [online]. 2010, 5(2), 69-75

  7. KASSIM, Khairul a Omar ELHAJ MOHAMMED AHMED. Comparison of Continouous Dynamic Probing with the Standard Penetration Test for Highly Weathered Limestone of Eastern Sudan. EJGE. 2013, 15, 235-249.

  8. SCHNAID, Fernando, Edgar ODEBRECHT, Marcelo ROCHA a George DE PAULA BERNARDES. Prediction of Soil Properties from the Concepts of Energy Transfer in Dynamic Penetration Tests. Journal of Geotechnical and Geoenvironmental Engineering [online]. 2009, 135(8), 1092-1100

  9. BOUTET, Mélanie, Guy DORÉ, Jean-Pascal BILODEAU a Pascal PIERRE. Development of models for the interpretation of the dynamic cone penetrometer data. International Journal of Pavement Engineering [online]. 2011, 12(3), 201- 214 [cit. 2014-11-13].

  10. BONDARIK, G. Dynamic and static penetration ground test in engineering geology (in russian). Moscow: Nedra, 1964.

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Number of times cited according to Crossref: 1

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