Closure to “Influence of Particle Size and Gradation on the Stress-Dilatancy Behavior of Granular Materials during Drained Triaxial Compression” by Samaneh Amirpour Harehdasht, Mourad Karray, Mahmoud N. Hussien, and Mohamed Chekired
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: International Journal of Geomechanics
Volume 18, Issue 12
![First page of PDF](/cms/10.1061/(ASCE)GM.1943-5622.0001299/asset/925280eb-a49b-41f4-8eba-21c9a7efa680/assets/(asce)gm.1943-5622.0001299.fp.png)
Get full access to this article
View all available purchase options and get full access to this article.
References
ASTM. 1973. “Factors controlling maximum and minimum densities of sands.” In Evaluation of relative density and its role in geotechnical projects involving cohesionless soils. STP 523. West Conshohocken, PA: ASTM.
Carraro, J. A. H., P. Bandini, and R. Salgado. 2003. “Liquefaction resistance of clean and nonplastic silty sands based on cone penetration resistance.” J. Geotech. Geoenviron. Eng. 129 (11): 965–976. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:11(965).
Carraro, J. A. H., M. Prezzi, and R. Salgado. 2009. “Shear strength and stiffness of sands containing plastic or nonplastic fines.” J. Geotech. Geoenviron. Eng. 135 (9): 1167–1178. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:9(1167).
Georgiannou, V. N., J. B. Burland, and D. W. Hight. 1990. “The undrained behaviour of clayey sands in triaxial compression and extension.” Géotechnique 40 (3): 431–449. https://doi.org/10.1680/geot.1990.40.3.431.
Guo, P., and X. Su 2007. “Shear strength, interparticle locking, and dilatancy of granular materials.” Can. Geotech. J. 44 (5): 579–591.
Hanna, A. 2001. “Determination of plane-strain shear strength of sand from the results of triaxial tests.” Can. Geotech. J. 38 (6): 1231–1240. https://doi.org/10.1139/cgj-38-6-1231.
Høeg, K., R. Dyvik, and G. Sandbaekken. 2000. “Strength of undisturbed versus reconstituted silt and silty sand specimens.” J. Geotech. Geoenviron. Eng. 126 (7): 606–6017. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:7(606).
Kokusho, T., T. Hara, and R. Hiraoka. 2004. “Undrained shear strength of granular soils with different particle gradations.” J. Geotech. Geoenviron. Eng. 130 (6): 621–629. https://doi.org/10.1061/(ASCE)1090-0241(2004)130:6(621).
Kuerbis, R., D. Negussey, and Y. P. Vaid. 1988. “Effect of gradation and fines content on the undrained response of sand.” In Hydraulic fill structures, Geotechnical Special Publication 21, edited by D. J. A. Van Zyl, 330–345. Reston, VA: ASCE.
Li, G., Y. Liu, C. Dano, and P. Y. Hicher. 2015. “Grading-dependent behavior of granular materials: from discrete to continuous modeling.” J. Eng. Mech. 141 (6): 04014172. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000866.
Miura, K., K. Maeda, M. Furukawa, and S. Toki. 1997. “Physical characteristics of sand with different primary properties.” Soils Found. 37 (3): 53–64. https://doi.org/10.3208/sandf.37.3_53.
Mulilis, J. P., H. Bolton Seed, C. K. Chan, J. K. Mitchell, and K. Arulanandan. 1977. “Effects of sample preparation on sand liquefaction.” J. Geotech. Eng. Div. 103 (2): 91–108.
Murthy, T. G., D. Loukidis, J. A. H. Carraro, M. Prezzi, and R. Salgado. 2007. “Undrained monotonic response of clean and silty sands.” Géotechnique 57 (3): 273–288. https://doi.org/10.1680/geot.2007.57.3.273.
Ni, Q., T. S. Tan, G. R. Dasari, and D. W. Hight. 2004. “Contribution of fines to the compressive strength of mixed soils.” Géotechnique 54 (9): 561–569. https://doi.org/10.1680/geot.2004.54.9.561.
Norris, G. M. 1977. “The drained shear strength of uniform quartz sand as related to particle size and natural variation in particle shape and surface roughness.” Ph.D. dissertation, Univ. of California, Berkeley.
Pitman, T. D., P. K. Robertson, and D. C. Sego. 1994. “Influence of fines on the collapse of loose sands.” Can. Geotech. J. 31 (5): 728–739. https://doi.org/10.1139/t94-084.
Polito, C. P., and J. R. Martin. 2003. “A reconciliation of the effects of non-plastic fines on the liquefaction resistance of sands reported in the literature.” Earthquake Spectra 19 (3): 635–651. https://doi.org/10.1193/1.1597878.
Salgado, R., P. Bandini, and A. Karim. 2000. “Shear strength and stiffness of silty sand.” J. Geotech. Geoenviron. Eng. 126 (5): 451–462. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:5(451).
Thevanayagam, S., T. Shenthan, S. Mohan, and J. Liang. 2002. “Undrained fragility of clean sands, silty sands, and sandy silts.” J. Geotech. Geoenviron. Eng. 128 (10): 849–859. https://doi.org/10.1061/(ASCE)1090-0241(2002)128:10(849).
Vaid, Y. P., S. Sivathayalan, and D. Stedman. 1999. “Influence of specimen-reconstituting method on the undrained response of sand.” Geotech. Testing J. 22 (3): 187–196. https://doi.org/10.1520/GTJ11110J.
Xiao, Y., J. Xiang, H. Liu, and Q. Ma. 2017. “Strength–dilatancy relation of sand containing non-plastic fines.” Géotechnique Letters 7 (2): 1–7.
Yan, W. M., and J. Dong. 2011. “Effect of particle grading on the response of an idealized granular assemblage.” Int. J. Geomech. 11 (4): 276–285. https://doi.org/10.1061/(ASCE)GM.1943-5622.0000085.
Yang, J., and L. M. Wei. 2012. “Collapse of loose sand with the addition of fines: the role of particle shape.” Géotechnique 62 (12): 1111–1125. https://doi.org/10.1680/geot.11.P.062.
Information & Authors
Information
Published In
Copyright
© 2018 American Society of Civil Engineers.
History
Received: Jan 10, 2018
Accepted: May 23, 2018
Published online: Sep 24, 2018
Published in print: Dec 1, 2018
Discussion open until: Feb 24, 2019
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.