Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT-Reference-Cited by-同舟云学术

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Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT

Published:2003-01-13 Issue: Volume: Page:
ISSN:
Container-title:Soil Behavior and Soft Ground Construction
language:
Short-container-title:

Author:

Jamiolkowski M.¹²³,Lo Presti D. C. F.¹²³,Manassero M.¹²³

Affiliation:

1. Professor, Department of Structural and Geotechnical Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino Italy

2. Associate Professor, Department of Structural and Geotechnical Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino Italy

3. Associate Professor, Department of Geoenvironmental Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino Italy

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/40659%282003%297

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3. Penetration of unconventional spudcan foundations using back analyses of large deformation CPT profiles;Ocean Engineering;2024-07

4. Assessment of undrained cyclic resistance of sand with non-plastic fines under sustained shear stress using a critical state interpretation;Bulletin of Engineering Geology and the Environment;2024-06-21

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