Evaluation of Mechanical Properties of Cement and Zeolite-Stabilized Sand using Monotonic Simple Shear Test

Authors

1 Faculty of Civil Engineering, Semnan University, Semnan, Iran

2 International Institute of Earthquake Engineering and Seismology (IIEES)

Abstract

.
Using a simple shear test, it is possible to investigate the behavior and recognition of soil resistive parameters. Cementation is one of the subsets of soil remediation that falls into the category of physical and chemical remediation that binds soil particles together and prevents the breakdown of the soil skeleton and increases shear strength (Consoli, 2009; Finn, 2002). The behavior of soil resistance parameters is investigated using simple shear tests. Shear stresses in the soil can be divided into static and dynamic (Li et al, 2016). One of the best ways to reduce cement consumption and production is to use pozzolanic materials, especially natural pozzolans, and replace them with cement. Pozzolans are widely used in the cement and concrete industry (Rahgozar et al, 2018). Micro-silica, perlite, methakaolin and zeolite are the most well-known natural pozzolans. Since the cost of producing pozzolans other than zeolite is almost high, their use would not be economical on a large scale. Zeolite mainly contains silica, and aluminum oxide, which reacts with calcium oxide and thereby increases the strength of the resulting compound. The addition of zeolite improves the spatial structure properties of the zeolite, as well as reduces the porosity of the resulting mixture (El Mir and Nehme, 2017). This paper presents the results of laboratory investigations on the shear strength of cemented sand and the effect of zeolite replacement on cement. To achieve this purpose, mineral zeolite, Shahroud cement, and Babolsar sand were used.

Keywords

Main Subjects


خلقی م ح، "زئولیت‌ها در ایران"، سازمان زمین­ شناسی کشور، 1970.
ASTM. “Annual Book of Standards. American Society of Testing and Aterials”, ASTM D 4253-4. In. West Conshohocken.
Cardoso R, Daniel R, Raquel N, “Bonding effect on the evolution with curing time of compressive and tensile strength of sand-cement mixtures”, Soils and Foundations, 2017, 57, 655-68.
Clough GW, “Cemented stands under static loading”, Journal of Geotechnical Engineering Division., 1981, 107, 789-847.
Consoli, Nilo Cesar, Rodrigo Caberlon Cruz, Márcio Felipe Floss, and Lucas Festugato, “Parameters controlling tensile and compressive strength of artificially cemented sand”, Journal of Geotechnical and Geoenvironmental Engineering (ASCE), 2009, 136, 759-63
D-07, Astm, Standard test method for consolidated undrained direct simple shear testing of cohesive soils (ASTM D 6528-00), 2007.
El Mir A, Salem GN, “Utilization of industrial waste perlite powder in self-compacting concrete”, Journal of Cleaner Production, 2017, 156, 507-17.
Finn, WD Liam, “State of the art for the evaluation of seismic liquefaction potential”, Computers and Geotechnics, 2002, 29, 329-341.
Hausmann, Manfred R, Engineering principles of ground modification (McGraw-Hill New York), 1990.
Jafarzadeh F, Sadeghi H, “Experimental study on dynamic properties of sand with emphasis on the degree of saturation”, Soil Dynamics and Earthquake Engineering, 2012, 32, 26-41.
Kim, Young-Su, “Static simple shear characteristics of Nak-dong River clean sand”, KSCE Journal of Civil Engineering, 2009, 13, 389-401.
Li, Yao, Yunming Yang, Hai-Sui Yu, Gethin Roberts, “Monotonic direct simple shear tests on sand under multidirectional loading”, International Journal of Geomechanics, 2016, 17, 04016038.
Rahgozar MA, Saberian M, Li J, “Soil stabilization with non-conventional eco-friendly agricultural waste materials: An experimental study”, Transportation Geotechnics, 2018, 14, 52-60.
Roscoe KH, “An apparatus for the application of simple shear to soil samples”, In Proc. 3rd ICSMFE, 1953, 186-91.
Saberian M, Khabiri MM, “Experimental and numerical study of the effects of coal on pavement performance in mine haul road”, Geotechnical and Geological Engineering, 2017, 35, 2467-78.
Shi C, Day RL, “Pozzolanic reaction in the presence of chemical activators”, reaction products and mechanis, 2000, 30 (4), 607-613.
Shooshpasha I, Mola-Abasi H, “Influence of zeolite and cement additions on mechanical behavior of sandy soil”, Journal of Rock Mechanics and Geotechnical Engineering, 2016, S1674-7755 (16), 30037-3.
www.shahroudcement.com
www.zeomed.ir