Triaxial Compression Test Results on DMC Samples Prepared by Using Different Soil Types
Abstract - 117
PDF

Keywords

Cement, deep mixing method, fly ash, super plasticizer, Taguchi method, silty soil.

How to Cite

1.
Y. Yenginar, M. Olgun. Triaxial Compression Test Results on DMC Samples Prepared by Using Different Soil Types. Glob. J. Earth Sci. Eng. [Internet]. 2019 Dec. 25 [cited 2024 Oct. 5];6(1):16-22. Available from: https://www.avantipublishers.com/index.php/gjese/article/view/747

Abstract

 In this study, the effects of cement, fly ash and super plasticizer, improver materials by adding into the grout, on soil-binder mixing columns called as deep mixing columns (DMC) are investigated. Fly ash is a waste product emerging from burning in the thermal power plant. By evaluating waste materials in this way, environmental pollution will be reduced directly and cement usage and carbon emissions caused by cement production will be reduced indirectly. By using super plasticizer into the grout, less porous and permeable elements with more structural strength will be manufactured. In order to achieve these goals, an experimental program was developed using statistical and experimental design methods. It is desired to determine the optimum grout quantity and consistency required to maximize the strength of the column manufactured with DMM in silty soils and silty sands. For this purpose, the amounts of fly ash (0-40%), cement (3-11%), super plasticizer additive (0.5-2%) and water/binder percentage (0.5-1.25%) were chosen as variables to form grouting material. Experimental studies have been carried out using Taguchi method, which is a powerful optimization technique, using 5-parameter and 4-level L16 design table. Undrained-unconsolidated triaxial test specimens were prepared in PVC tubes with diameter of 47 mm and length of 100 mm for each design for curing time of 28 days. As a result of the experiments, deviator stress of the soil-binder mixture was found for each design.
https://doi.org/10.15377/2409-5710.2019.06.3
PDF

References

Farouk A, Shahien MM. Ground improvement using soil– cement columns: Experimental investigation. Alexandria Engineering Journal 2013; 52: 733-740. https://doi.org/10.1016/j.aej.2013.08.009

Pye N, O’Brien A, Essler R, Adams D. Deep dry soil mixing to stabilize a live railway embankment across thrandeston bog. Grouting and Deep Mixing 2012; 2012: 543-553. https://doi.org/10.1061/9780784412350.0040

Lorenzo GA, Bergado DT. Fundamental characteristics of cement-admixed clay in deep mixing. J Mater Civ Eng 2006; 18(2): 161-174. https://doi.org/10.1061/(ASCE)0899-1561(2006)18:2(161)

Horpibulsuk S, Miura N, Nagaraj TS. Clay–water/cement ratio ıdentity for cement admixed soft clays. J Geotech Geoenviron Eng 2005; 131(2): 187-192. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:2(187)

Deng Y, Yue X, Liu S, Chen Y, Zhang D. Hydraulic conductivity of cement-stabilized marine clay with metakaolin and its correlation with pore size distribution. Engineering Geology 2015; 193: 146-152. https://doi.org/10.1016/j.enggeo.2015.04.018

Pakbaz MS, Farzi M. Comparison of the effect of mixing methods (dry vs. wet) on mechanical and hydraulic properties of treated soil with cement or lime. Applied Clay Science 2015; 105-106: 156-169. https://doi.org/10.1016/j.clay.2014.11.040

Kang G, Tsuchida T, Kim Y. Strength and stiffness of cement-treated marine dredged clay at various curing stages. Construction and Building Materials 2017; 132: 71-84. https://doi.org/10.1016/j.conbuildmat.2016.11.124

Madhyannapu RS, Puppala AJ, Nazarian S, Yuan D. Quality assessment and quality control of deep soil mixing construction for stabilizing expansive subsoils. J Geotech Geoenviron Eng 2010; 136(1): 119-128. https://doi.org/10.1061/(ASCE)GT.1943-5606.0000188

Kitazume M, Grisolia M, Leder E, Marzano IP, Correia AAS, Oliveira PJV, Åhnberg H, Andersson M. Applicability of molding procedures in laboratory mix tests for quality control and assurance of the deep mixing method. Soils and Foundations 2015; 55(4): 761-777. https://doi.org/10.1016/j.sandf.2015.06.009

Shrestha R. Soil Mixing: A Study on ‘Brusselian Sand’ Mixed with Slag Cement Binder, Master Dissertation, University of Ghent 2008.

All the published articles are licensed under the terms of the Creative Commons Attribution Non-Commercial License (CC BY-NC 4.0) which permits unrestricted, non-commercial use, distribution and reproduction in any medium, provided the work is properly cited.