Shear Strength Enhancement of Cemented Reinforced Sand: Role of Cement Content on the Macro-Mechanical Behavior
References
- Ahnberg, H., S.E. Johanson, H. Pihl and Carlsson T. (2003). Stabilising effects of different binders in some Swedish Soils. Ground Improvement. 7(1): 9–23.
- Amini Y, Hamidi A, Asghari E. (2013). Shear strength– dilation characteristics of cemented sand–gravel mixtures. International Journal of Geotechnical Engineering 2014 VOL 8 NO 4.
- Aouali, N., Benessalah, I., Arab, A., Ali, B., Abed, M. (2018). Shear Strength Response of Fibre Reinforced Chlef (Algeria) Silty Sand: Laboratory Study. Geotech Geol Eng 2018. Https://doi.org/10.1007/s10706-018-0641-5
- Arab A., (2008). Comportement des sols sous chargement monotone et cyclique. PhD diss., University of Sciences and Technology of Oran, Oran, Algeria
- Arab A., (2009). Comportement monotone et cyclique d’un sable limoneux. C. R. Mecanique 337, 621–631
- Arab A., Sadek M., Belkhatir M., Shahrour I. (2014). Monotonic preloading Effect on the Liquefaction Resistance of Silty Sand: a Laboratory Study. Arabian Journal for Sciences Engineering 39:685–694. DOI 10.1007/s13369-013-0700-4
- Asghari, E., Toll, D., & Haeri, S., (2003). Triaxial behaviour of a cemented gravelly sand, Tehran alluvium. Geotechnical and Geological Engineering 21 (1), 1–28.
- ASTM D 3080 (2005). Standard test method for direct shear test of soils under consolidated drained conditions, American Society for Testing and Materials West Conshohocken, 2005.
- Baxter, C. D. P., Sharma, M. S. R., Moran, K., Vaziri, H. And Narayanasamy, R, (2011). Use of A ¯ = 0 as a Failure Criterion for Weakly Cemented Soils. J. Geotech. Geoenviron. Eng 137, 161–170.
- Belkhatir, M.; Schanz T.; Arab A. (2013). Effect of fines content and void ratio on the saturated hydraulic conductivity and undrained shear strength of sand–silt mixtures, Environ. Earth Sci (2013). doi:10. 1007/s12665-013-2289-z
- Benessalah, I., Arab, A., Sadek, M., Bouferra R. (2019). Laboratory study on the compressibility of sand–rubber mixtures under one dimensional consolidation loading conditions. Granular Matter (2019) 21: 7. https://doi.org/10.1007/s10035-018-0860-8
- Benessalah, I., Lambert, S., Villard, P., Arab, A. (2018). Effect of dynamics on the Soil-geosynthetic interfaces used in reinforced rockfall embankments. Rock slope stability symposium Nov 2018, Chambéry, France. Rock slope stability, 2018. <hal-02000349>
- Benessalah I. (2017). Comportement des interfaces géosynthétiques sous chargement dynamique due à l’impact. PhD thesis, Faculty of Civil engineering & Architecture University of Chlef 2017.
- Benessalah I., Arab A., Villard P., Merabet K., Bouferra R. (2016). Shear Strength Response of a Geotextile-Reinforced Chlef Sand: A Laboratory Study. Geotech Geol Eng 2016. 34 (6) : pp 1775–1790. Doi:10.1007/s10706-016-9988-7
- Benessalah I., Arab A., Villard P., Sadek M., Kadri A. (2015). Laboratory Study on Shear Strength Behavior of Reinforced Sandy Soil: Effect of Glass-Fibers Content and Other Parameters. Arab J Sci Eng 2015. 41 (4) : pp 1343-1353. Doi:10.1007/s13369-015-1912-6
- Bennert, T., Maher, M., Jafari, F. & Gucunski, N. (2000). Use of dredged sediments from newark harbor for geotechnical applications. ASTM Special Technical Publication 1374, 152–164.
- Bergado, D. (1996). Soft ground improvement: in lowland and other environments. American Society of Civil Engineers
- Chew, S., Kamruzzaman, A. & Lee, F. (2004). Physicochemical and engineering behavior of cement treated clays. Journal of geotechnical and geoenvironmental engineering 130, 696.
- Consoli, C. N., Prietto D. M., Ulbrich L. A, (1998). Influence of fiber and cement addition on behavior of sandy soil. Journal of Geotechnical and Geoenvironmental Engineering ASCE. 124, 1211–1214.
- Consoli NC, Viana da Fonseca A, Cruz RC, Heineck KS, (2009). Fundamental parameters for the stiffness and strength control of artificially cemented sand. Journal of Geotechnical Engineering 135(9):1347e53.
- Consoli NC, Cruz RC, Floss MF, (2010). Parameters controlling tensile and compressive strength of artificially cemented sand. Journal of Geotechnical and Geoenvironmental Engineering 136(5):759e63.
- Consoli NC, Cruz RC, Floss MF, (2011). Variables controlling strength of artificially cemented sand: influence of curing time. Journal of Materials in Civil Engineering 23(5):692e6.
- Coop, M. R., & Atkinson, J. H, (1993). The Mechanics of Cemented Carbonate Sands. Geotechnique , 43 (1), 53–68.
- Della N, Arab A, Belkhatir M (2011). A laboratory study of the initial structure and the overconsolidation effects on the undrained monotonic behavior of sandy soil from Chlef region in northern Algeria. Arab J Geosci 4(5– 6):983–991
- Della, N., Belkhatir M., Arab A., Canou J. and Dupla JC. (2014). Undrained Monotonic Response and Instability of Medium-Dense Sandy Soil. Marine Georesources and Geotechnology 2014. 33 (6), 487-495. DOI: 10.1080/1064119X.2014.954175
- Djafer Henni A., Arab A., Belkhatir M., Hamoudi S.A., Khelafi H. (2011). Undrained behavior of silty sand: effect of the overconsolidation ratio. Arab J Geosci doi:10.1007/s12517-011-0365-9
- Dos Santos, A.P.S.; Consoli, N.C.; Heineck, K.S.; Coop,M.R. (2010). High-pressure isotropic compression tests on fibre-reinforced cemented sand. J. Geotech. Geoenviron.Eng 136(6), 885–890
- Haeri, S. M., Hamidi, A., Hosseini, S. M., Asghari, E. And Toll, D. G, (2006). Effect of cement type on the mechanical behavior of gravely sand, Geotech. Geol. Eng J., 24, 335–360.
- Hashimoto, H., S. Nishimoto and H. Hayashi, (2009). Investigation of improvement strength variation for the Trencher mixing method. Deep Mixing ‘09 Okinawa.
- Heathcote, K, and Piper R, (1994). Strength of Cement Stabilised Pressed Earth Blocks with Low Cement Contents. J. Proc. Roy. Soc New South Wales, vol. 127, pp. 33–37.
- Hirabayashi, H., H. Taguchi, S. Tokunaga, N. Shinkawa, T. Fujita, H. Inagawa and N. Yasuoka, (2009). Laboratory mixing tests on cement slurry preparation, specimen preparation and curing temperature. Deep Mixing ‘09 Okinawa.
- Huang, J. T., & Airey, D. W, (1998). Properties of artifically cemented carbonate sand. Journal of Geotechnical and Geoenvironmental Engineering pp 124 (6), 492–499.
- Kido, Y., S. Nishimoto, H. Hayashi and H. Hashimoto, (2009). Effects of curing temperatures on the strength of cement-treated peat. Deep Mixing ‘09 Okinawa.
- Lee MJ, Hong SJ, Choi YM, Lee W, (2010). Evaluation of deformation modulus of cemented sand using CPT and DMT. Engineering Geology 115(1/2):28e35.
- Maher, M. And Ho, Y, (1993). Behavior of fiber reinforced cemented sand under static and cyclic loads. Geotechnical Testing Journal 16(3), pp. 330–338.
- Marri A. Wanatowski D. and Yu H.S. (2010). Drained behaviour of cemented sand in high pressure triaxial compression tests. Procedia Geomechanics and Geoengineering 7 (3), 159–174
- Mateus Forcelini, Gregório Rigo Garbin, Vítor Pereira Faro, Nilo Cesar Consoli. (2016). Mechanical Behavior of Soil Cement Blends with Osorio Sand. Procedia Engineering Volume 143, 2016, Pages 75–81
- Merabet, K., Benessalah, I., Chemmam, M., Arab, A. (2019). Laboratory study of shear strength response of Chlef natural sand: Effect of saturation. Marine Georesources & Geotechnology Online first: 11 May 2019. doi.org/10.1080/1064119X.2019.1595792
- Schnaid, F., Prietto, P., & Consoli, N, (2001). Characterization of Cemented Sand in Triaxial Compression. Journal of Geotechnical and Geoenvironmental Engineering 127 (10), 857–868.
- Shahnazari H, Rezvani R, (2013). Effective parameters for the breakdown of limestone particles Sands: an experimental study. Engineering Geology 159: 98-105.
- Sharma, M. S. R., Baxter, C. D. P., Hoffmann, W., Moran, K. And Vaziri, H, (2011). Characterization of weakly cemented sands using nonlinear failure envelopes. Int. J. Rock Mech. Min. Sci 48, 146–151.
- Umesha,T.S.,Dinesh,S.V., & Sivapullaiah, P.V, (2009). Control Of Dispersivity Of Soil Using Lime And Cement. International Journal Of Geology Issue 1, Vol. 3, pp 9.8–16
- Venkatarama Reddy, B. V. And Gupta, A. (2005). Characteristics of soil-cement blocks using highly sandy soils. Materials and Structures Vol. 38, No. 6, pp. 651–658.
- Walker, P. Strength, (1995). Durability and Shrinkage Characteristics of Cement Stabilised Soil Blocks. Cement & Concrete Composites 17, 4, pp. 301. 310.
- Zillur Rabbi ATM., J. Kuwano, J. Deng , T. Wee Boon, (2011). Effect of curing stress and period on the mechanical properties of cement-mixed sand. Soils And Foundations. Japanese Geotechnical Society vol. 51, no. 4, 651–661.
Language: English
Page range: 200 - 211
Submitted on: Jan 22, 2019
Accepted on: Jul 6, 2019
Published on: Dec 30, 2019
Published by: Wroclaw University of Science and Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year
Keywords:
Related subjects:
© 2019 Kheira Boutouba, Ismail Benessalah, Ahmed Arab, Ahmed Djafar Henni, published by Wroclaw University of Science and Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.