Cyclic and dynamic behaviour of a Canadian sensitive clay

Anna d'Onofrio; Anna Chiaradonna; Giuseppe Lanzo; Mourad Karray

doi:10.1051/e3sconf/20199208003

All issues

Volume 92 (2019)

E3S Web Conf., 92 (2019) 08003

References

Open Access

Issue		E3S Web Conf. Volume 92, 2019 7^th International Symposium on Deformation Characteristics of Geomaterials (IS-Glasgow 2019)


Article Number		08003
Number of page(s)		6
Section		Geomaterial Behaviour: Cyclic and Dynamic
DOI		https://doi.org/10.1051/e3sconf/20199208003
Published online		25 June 2019

G. Burckhardt, Étude en laboratoire du comportement de l’argile de Rigaud sous sollicitations monotones et cycliques. Mémoire de maîtrise (M.Sc.), Département de génie civil, Université Laval (2004) [Google Scholar]
G. Lefebvre, D. LeBoeuf, P. Hornych, L. Tanguay, Slope failures associated the 1988 Saguenay earthquake, Quebec, Canada. Can. Geot. J. 29(1): 117-130 (1992) [CrossRef] [Google Scholar]
D. LeBoeuf, A. Bustamante, A. Effects of seismic loadings on the stability of slopes in sensitive clays. Communication presented at the 1st Int. Workshop on Landslides in Sensitive Clays, Quebec City (2013) [Google Scholar]
S. Bouchard, S. Leroueil, D. LeBoeuf, Analysis of a blast loading near sensitive clay slope in La Romaine village, Qc. Proc. of the 68th Can. Geotech. Conf., Quebec City, Canada (2015) [Google Scholar]
L. Bjerrum, A. Landva Direct simple-shear test on a Norwegian quick clay. Géotechnique, 16(1): 1-20. doi: 10.1680/geot.1966.16.1.1 (1966) [CrossRef] [Google Scholar]
F. Burnotte, G. Lefebvre, G. Grondin, A case record of electroosmotic consolidation of soft clay with improved soil-electrode contact. Can. Geotech. J. 41: 1038-1053 (2004) [CrossRef] [Google Scholar]
M. Karray, M.N. Hussein, M. Chekired, Y. Ethier, Small strain stiffness and stiffness degradation curve of sensitive Champlain clay. GeoVancouver (2016) [Google Scholar]
A. Chehat, M.N. Hussein, M. Abdelazize, M. Chekired, Z. Harichane, M. Karray Can. Geotech. J. (2018) https://doi.org/10.1139/cgj-2017-0732 [Google Scholar]
A. d’Onofrio, F. Silvestri, F. Vinale, A New Torsional Shear Device. Geotech. Testing J. 22(2): 107-117 (1999) [CrossRef] [Google Scholar]
B. D’Elia, G. Lanzo, A. Pagliaroli, Small-strain stiffness and damping of soils in a direct simple shear device, Pacific Conf. on Earth. Eng., Christchurch, New Zealand (2003) [Google Scholar]
M. Doroudian, M. Vucetic, A direct Simple Shear Device for Measuring Small-Strain Behavior. Geotechnical Testing Journal, 18(1): 69-85 (1995) [CrossRef] [Google Scholar]
N. Boylan, M. Long, Development of a direct simple shear apparatus for peat soils. Geotech. Testing J., 32(2): 126-138. doi: 10.1520/GTJ101703. (2009) [Google Scholar]
M. N. Hussien, M. Karray, M. Chekired, Evaluation of DSS test results on granular soils based on TxSS results. 68th Canadian Geotechnical International Conference, Quebec, Canada (2015) [Google Scholar]
M. Budhu, Simple Shear Deformation of Sands, Ph.D. thesis, University of Cambridge (1979) [Google Scholar]
D. W. Airey, Clays in Circular Simple Shear Apparatus, Ph.D. thesis, University of Cambridge (1984) [Google Scholar]
E. Franke, M. Kiekbusch, B. Schuppener, A New Direct Simple Shear Device, Geotech. Testing J. 2(4):190-199 (1979) [CrossRef] [Google Scholar]
M. Chekired, R. Lemire, M. Karray, M.N. Hussien, Experiment setup for simple shear tests in a triaxial cell: TxSS. 68th Canadian Geotechnical International Conference, Quebec, Canada [Google Scholar]
Itasca. FLAC, Fast Lagrangian Analysis of Continua, version 8.0 Computer Program and the User’s Guide, Itasca Consulting Group Inc. (2016) [Google Scholar]
M. Karray, M. Ben Romdhan, M.N. Hussien, Y. Éthier, Measuring shear wave velocity of granular material using the Piezoelectric Ring Actuator Technique (P-RAT). Can. Geotech. J., 52(9): 1302-1317 (2015) [CrossRef] [Google Scholar]
A. d’Onofrio, F. Silvestri, F. Vinale, Strain rate dependent behaviour of a natural stiff clay. Soils and Found., 39: 69-82, ISSN: 0038-0806 (1999) [CrossRef] [Google Scholar]
K. K. Rasmussen, An investigation of monotonic and cyclic behaviour of Leda Clay, Master Thesis of Engineering Science, The University of Western Ontario, Canada [Google Scholar]

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[1] G. Burckhardt, Étude en laboratoire du comportement de l’argile de Rigaud sous sollicitations monotones et cycliques. Mémoire de maîtrise (M.Sc.), Département de génie civil, Université Laval (2004) [Google Scholar]

[2] G. Lefebvre, D. LeBoeuf, P. Hornych, L. Tanguay, Slope failures associated the 1988 Saguenay earthquake, Quebec, Canada. Can. Geot. J. 29(1): 117-130 (1992) [CrossRef] [Google Scholar]

[3] D. LeBoeuf, A. Bustamante, A. Effects of seismic loadings on the stability of slopes in sensitive clays. Communication presented at the 1st Int. Workshop on Landslides in Sensitive Clays, Quebec City (2013) [Google Scholar]

[4] S. Bouchard, S. Leroueil, D. LeBoeuf, Analysis of a blast loading near sensitive clay slope in La Romaine village, Qc. Proc. of the 68th Can. Geotech. Conf., Quebec City, Canada (2015) [Google Scholar]

[5] L. Bjerrum, A. Landva Direct simple-shear test on a Norwegian quick clay. Géotechnique, 16(1): 1-20. doi: 10.1680/geot.1966.16.1.1 (1966) [CrossRef] [Google Scholar]

[6] F. Burnotte, G. Lefebvre, G. Grondin, A case record of electroosmotic consolidation of soft clay with improved soil-electrode contact. Can. Geotech. J. 41: 1038-1053 (2004) [CrossRef] [Google Scholar]

[7] M. Karray, M.N. Hussein, M. Chekired, Y. Ethier, Small strain stiffness and stiffness degradation curve of sensitive Champlain clay. GeoVancouver (2016) [Google Scholar]

[8] A. Chehat, M.N. Hussein, M. Abdelazize, M. Chekired, Z. Harichane, M. Karray Can. Geotech. J. (2018) https://doi.org/10.1139/cgj-2017-0732 [Google Scholar]

[9] A. d’Onofrio, F. Silvestri, F. Vinale, A New Torsional Shear Device. Geotech. Testing J. 22(2): 107-117 (1999) [CrossRef] [Google Scholar]

[10] B. D’Elia, G. Lanzo, A. Pagliaroli, Small-strain stiffness and damping of soils in a direct simple shear device, Pacific Conf. on Earth. Eng., Christchurch, New Zealand (2003) [Google Scholar]

[11] M. Doroudian, M. Vucetic, A direct Simple Shear Device for Measuring Small-Strain Behavior. Geotechnical Testing Journal, 18(1): 69-85 (1995) [CrossRef] [Google Scholar]

[12] N. Boylan, M. Long, Development of a direct simple shear apparatus for peat soils. Geotech. Testing J., 32(2): 126-138. doi: 10.1520/GTJ101703. (2009) [Google Scholar]

[13] M. N. Hussien, M. Karray, M. Chekired, Evaluation of DSS test results on granular soils based on TxSS results. 68th Canadian Geotechnical International Conference, Quebec, Canada (2015) [Google Scholar]

[14] M. Budhu, Simple Shear Deformation of Sands, Ph.D. thesis, University of Cambridge (1979) [Google Scholar]

[15] D. W. Airey, Clays in Circular Simple Shear Apparatus, Ph.D. thesis, University of Cambridge (1984) [Google Scholar]

[16] E. Franke, M. Kiekbusch, B. Schuppener, A New Direct Simple Shear Device, Geotech. Testing J. 2(4):190-199 (1979) [CrossRef] [Google Scholar]

[17] M. Chekired, R. Lemire, M. Karray, M.N. Hussien, Experiment setup for simple shear tests in a triaxial cell: TxSS. 68th Canadian Geotechnical International Conference, Quebec, Canada [Google Scholar]

[18] Itasca. FLAC, Fast Lagrangian Analysis of Continua, version 8.0 Computer Program and the User’s Guide, Itasca Consulting Group Inc. (2016) [Google Scholar]

[19] M. Karray, M. Ben Romdhan, M.N. Hussien, Y. Éthier, Measuring shear wave velocity of granular material using the Piezoelectric Ring Actuator Technique (P-RAT). Can. Geotech. J., 52(9): 1302-1317 (2015) [CrossRef] [Google Scholar]

[20] A. d’Onofrio, F. Silvestri, F. Vinale, Strain rate dependent behaviour of a natural stiff clay. Soils and Found., 39: 69-82, ISSN: 0038-0806 (1999) [CrossRef] [Google Scholar]

[21] K. K. Rasmussen, An investigation of monotonic and cyclic behaviour of Leda Clay, Master Thesis of Engineering Science, The University of Western Ontario, Canada [Google Scholar]