Characterization of Partial Drainage during Medusa Flat Dilatometer Testing-Reference-Cited by-同舟云学术

Characterization of Partial Drainage during Medusa Flat Dilatometer Testing

Published:2023-07-21 Issue:5 Volume:46 Page:20220220
ISSN:0149-6115
Container-title:Geotechnical Testing Journal
language:en
Short-container-title:Geotech. Test. J.

Author:

Oberhollenzer Simon¹²,Hauser Laurin¹,Brand Fabian¹,Marte Roman¹,Tschuchnigg Franz¹,Schweiger Helmut F.¹,Marchetti Diego³

Affiliation:

1. Institute of Soil Mechanics, Foundation Engineering and Computational Geotechnics, Graz University of Technology, Rechbauerstraße 12, 8010 Graz, Austria

2. Norwegian Geotechnical Institute, Sandakerveien 140, 0484 Oslo, Norway (Corresponding author), e-mail: s.oberhollenzer@tugraz.at, https://orcid.org/0000-0002-7081-1795

3. Studio Prof. Marchetti Srl, Via Bracciano 38, 00189 Rome, Italy, https://orcid.org/0000-0002-2544-3575

Publisher

ASTM International

Subject

Geotechnical Engineering and Engineering Geology

Reference32 articles.

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2. ASTM International. 2015. Test Method for Performing the Flat Plate Dilatometer. ASTM D6635-15. West Conshohocken, PA: American Society for Testing and Materials, approved November 1, 2015. https://doi.org/10.1520/D6635-15

3. Aversa, S. 1997. “Experimental Aspects and Modeling in Design of Retaining Walls and Excavations.” In Fourth National Conference of the Geotechnical National Research Council Group. Vol. 2, 121–207.

4. Burghignoli, A., L. Cavalera, V. Chieppa, M. Jamiolkowski, C. Mancuso, S. Marchetti, V. Pane, et al. 1991. “Geotechnical Characterization of Fucino Clay.” In 10th European Conference on Soil Mechanics and Geotechnical Engineering, 27–40. Rome, Italy: Associazione Geotecnica Italiana.

5. European Committee for Standardization. 2007. Eurocode 7 - Geotechnical Design - Part 2: Ground Investigation and Testing. EN 1997-2. Brussels, Belgium: European Committee for Standardization.