Keywords

Details

Category:

Articles

Type:

artykuły w czasopismach

Published in:

JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING no. 146,
ISSN: 1090-0241

Language:

English

Publication year:

2020

Bibliographic description:

Konkol J., Bałachowski L.: Discussion of “Axisymmetric Simulations of Cone Penetration in Saturated Clay” by Diane M. Moug, Ross W. Boulanger, Jason T. DeJong, and Robert A. Jaeger// JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING -Vol. 146,iss. 4 (2020), s.07020003-

DOI:

Digital Object Identifier (open in new tab) 10.1061/(asce)gt.1943-5606.0002210

Bibliography: test

1. Baligh, M. M. (1985). "Strain path method." J. Geotech. Eng., 111(9), 1108-1136. open in new tab
2. Bjerrum, L. (1973). "Problems of soils mechanics and construction on soft clays and structurally unstable soils (collapsible, expansive and others)." Proc., 8th Int.Conf. on Soil Mechanics and Foundation Engineering, Moscow, 109-159. open in new tab
3. Casagrande, A., and Shannon, W. L. (1948). "Stress-deformation and strength characteristics of soils under dynamic loads." Proc.,2nd Int. Conf. on Soil Mechanics and Foundation Engineering, Haarlem, Rotterdam, The Netherlands, 29-34.
4. Chen, B. S., and Mayne, P. W. (1994). Profiling the overconsolidation ratio of clays by piezocone tests. Report no. GIT-CEEGEO-94-1. Georgia Institute of Technology, Atlanta
5. Ladd, C. C., and DeGroot, D. J. (2003). "Recommended practice for soft ground site characterization: Arthur Casagrande Lecture." Proc., 12th Panamerican Conf. on Soil Mechanics and Geotechnical Engineering, VGE, Verl. Glückauf, MIT, Cambridge, Massachusetts, USA, 1-59.
6. Lefebvre, G., Ladd, C. C., Mesri, G., and Tavenas, F. (1983). Report of the testing committee.
7. Annexe I, Committee of Specialists on Sensitive Clays on the NBR Complex, SEBJ, Montreal.
8. Leroueil, S., Kabbaj, M., Tavenas, F., and Bouchard, R. (1985). "Stress-strain-strain rate relation for the compressibility of natural clays." Géotechnique, 35(2), 159-180. open in new tab
9. https://doi.org/10.1680/geot.1985.35.2.159 open in new tab
10. Lunne, T., Robertson, P. K., and Powell, J. M. M. (1997). Cone penetration testing in geotechnical practice. Taylor & Francis Group, New York. open in new tab
11. Pestana, J. M., and Whittle, A. J. (1999). "Formulation of a unified constitutive model for clays and sands." Int. J. Numer. Anal. Methods Geomech., 23(12), 1215-1243. open in new tab
12. https://doi.org/10.1002/(SICI)1096-9853(199910)23:12<1215::AID-NAG29>3.0.CO;2-F open in new tab
13. Pestana, J. M., Whittle, A. J., and Gens, A. (2002). "Evaluation of a constitutive model for clays and sands: Part II -clay behaviour." Int. J. Numer. Anal. Methods Geomech., 26(11), 1123-1146. https://doi.org/10.1002/nag.238 open in new tab
14. Sheahan, T. C., Ladd, C. C., and Germaine, J. T. (1996). "Rate-Dependent Undrained Shear Behavior of Saturated Clay." J. Geotech. Eng., 122(2), 99-108. open in new tab

show (14) hide

Verified by:

Gdańsk University of Technology