Cavity expansion solutions applied to help assess the partial drainage behavior characterization of the piezocone test-Reference-Cited by-同舟云学术

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Cavity expansion solutions applied to help assess the partial drainage behavior characterization of the piezocone test

Published:2022-12 Issue: Volume:152 Page:105017
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Mafra Vicente,Dienstmann Gracieli

Funder

Conselho Nacional de Desenvolvimento Científico e Tecnológico

Universidade Federal de Santa Catarina

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference55 articles.

1. Strain path method;Baligh;Journal of Soil Mechanics and Foundation engineering Division,1985

2. Consolidation after undrained piezocone penetration. II;Baligh;Interpretation Journal of Geotechnical Engeneering,1986

3. Bedin, J. (2010). “Study of the geomechanical behavior of tailings.” PhD thesis, Federal University of Rio Grande do Sul, Brazil, (in Portuguese).

4. General theory of three-dimensional consolidation;Biot;Journal of Applied Physics,1941

5. A note on field vane testing of silty soils;Blight;Canadian Geotechnical Journal,1968

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1. Incorporating inherited variability into drainage effect analysis of piezocone tests in gold tailings;Proceedings of the Institution of Civil Engineers - Geotechnical Engineering;2024-06-15

2. Drained cavity expansion analysis with a unified hardening (UH) model for clays and sands;2024-04-19

3. A hybrid Eulerian–Lagrangian approach for non-self-similar expansion analysis of a cylindrical cavity in saturated and unsaturated critical state soils;Acta Geotechnica;2024-01-29

4. A Siphon Drainage Method for Consolidation of Soft Soil Foundation;Applied Sciences;2023-03-12

5. Investigation of the dynamic response of subgrade vibration compaction based on the finite element method;Electronic Research Archive;2023

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