Abstract
Parameter determination is the first step in geotechnical engineering. Engineers are often confronted with limited data, large variations and different types of tests, both in-situ and laboratory tests. Within this complex setting, Codes require cautious estimates, so called characteristic values, preferable substantiated with observations and statistical methods. In this study, these statistical methods for populations and trend-functions are elaborated. Most codes and standards only refer to population statistics, whereas the reality is that, with the use of CPTs, trend functions such as correlations or transformation functions are more relevant. The aim of this paper is to provide a method how to use CPT and laboratory tests in practice in order to calculate characteristic values, on the basis of pairwise established CPT-based correlations, typically applicable for line infrastructure projects such as levees.
Original language | English |
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Title of host publication | 6th International Conference on Geotechnical and Geophysical Site Characterization |
Subtitle of host publication | “Toward synergy at site characterisation” |
Number of pages | 10 |
Publication status | Published - 2021 |
Event | 6th International Conference on Geotechnical and Geophysical Site Characterization - Budapest, Hungary Duration: 26 Sep 2021 → 29 Sep 2021 http://isc6.org/ |
Conference
Conference | 6th International Conference on Geotechnical and Geophysical Site Characterization |
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Abbreviated title | ISC'6 |
Country/Territory | Hungary |
City | Budapest |
Period | 26/09/21 → 29/09/21 |
Internet address |
Bibliographical note
Green Open Access added to TU Delft Institutional Repository ‘You share, we take care!’ – Taverne project https://www.openaccess.nl/en/you-share-we-take-care Otherwise as indicated in the copyright section: the publisher is the copyright holder of this work and the author uses the Dutch legislation to make this work public.Keywords
- Correlation
- Variability
- Geotechnical parameters;
- Characteristic value
- Cone Penetration Test