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Prediction of mechanical and penetrability properties of cement-stabilized clay exposed to sulfate attack by use of soft computing methods

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Abstract

Similar to its effects on any type of cementitious composite, it is a well-known fact that sulfate attack has also a negative influence on engineering behavior of cement-stabilized soils. However, the level of degradation in engineering properties of the cement-stabilized soils still needs more scientific attention. In the light of this, a database including a total of 260 unconfined compression and chloride ion penetration tests on cement-stabilized kaolin specimens exposed to sulfate attack was constituted. The data include information about cement type (sulfate resistant—SR; normal portland (N) and pozzolanic—P), and its content (0, 5, 10 and 15%), sulfate type (sodium or magnesium sulfate) as well as its concentration (0.3, 0.5, 1%) and curing period (1, 7, 28 and 90 days). Using this database, linear and nonlinear regression analysis (RA), backpropagation neural networks and adaptive neuro-fuzzy inference techniques were employed to question whether these methods are capable of predicting unconfined compressive strength and chloride ion penetration of cement-stabilized clay exposed to sulfate attack. The results revealed that these methods have a great potential in modeling the strength and penetrability properties of cement-stabilized clays exposed to sulfate attack. While the performance of regression method is at an acceptable level, results show that adaptive neuro-fuzzy inference systems and backpropagation neural networks are superior in modeling.

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References

  1. Horpibulsuk S, Rachan R, Suddeepong A (2011) Assessment of strength development in blended cement admixed Bangkok clay. Constr Build Mater 25:1521–1531

    Google Scholar 

  2. Horpibulsuk S, Phojan W, Suddeepong A, Chinkulkijniwat A, Liu MD (2012) Strength development in blended cement admixed saline clay. Appl Clay Sci 55:44–52

    Google Scholar 

  3. Kitazume M, Terashi M (2013) The deep mixing method. CRC Press, London

    Google Scholar 

  4. Lorenzo GA, Bergado DT (2006) Fundamental characteristics of cement-admixed clay in deep mixing. J Mater Civ Eng 18:161–174

    Google Scholar 

  5. Wang D, Edine N, Zentar R (2013) Strength and deformation properties of Dunkirk marine sediments solidified with cement, lime and fly ash. Eng Geol 166:90–99

    Google Scholar 

  6. Schaefer VR, Abramson LW, Drumheller JC, Sharp KD (1997) Ground Improvement, ground reinforcement and ground treatment: developments 1987–1997. ASCE: Geotechnical Special Publication, New York

    Google Scholar 

  7. Mitchell JK (1981) Soil improvement-state of the art report. In: Proceedings of the 10th international conference on soil mechanics and foundation engineering, 15–19 June, Stockholm, pp 509–565

  8. Kezdi A (1979) Stabilized earth roads (development in geotechnical engineering). Elsevier, Amsterdam

    Google Scholar 

  9. Chew SH, Kamruzzaman AHM, Lee FH (2004) Physicochemical and engineering behavior of cement treated clays. J Geotech Geoenviron Eng 130(7):696–706

    Google Scholar 

  10. Porbaha A, Shibuya S, Kishida T (2000) State of the art in deep mixing technology. Part III: geomaterial characterization. Ground Improv 4(3):91–110

    Google Scholar 

  11. Marchand J, Odler I, Skalny JP (2001) Sulfate attack on concrete. CRC Press, London

    Google Scholar 

  12. ACI 201.2R-92 (1992) Guide to durable concrete. ACI, Michigan

    Google Scholar 

  13. Mehta PK, Monteiro P (1993) Concrete, 2nd edn. McGraw-Hill, New York

    Google Scholar 

  14. Mehra SR, Chadda LR, Kapur RN (1955) Role of detrimental salts in soil stabilization with and without cement, I. The effect of sodium sulfate. Indian Conc J 29:336–337

    Google Scholar 

  15. Sherwood PT (1958) Effect of sulfates on cement-stabilized clay. Highw Res Board Bull 193:45–54

    Google Scholar 

  16. Mitchell JK (1986) Practical problems from surprising soil behaviour. J Geotech Eng 112(3):259–289

    Google Scholar 

  17. Ouhadi VR, Yong RN (2008) Ettringite formation and behaviour in clayey soils. Appl Clay Sci 42(1–2):258–265

    Google Scholar 

  18. Taylor HFW (1997) Cement chemistry, 2nd edn. Thomas Telford, London

    Google Scholar 

  19. Cohen MD (1983) Theories of expansion in sulfoaluminate-type expansive cements: schools of thought. Cem Conc Res 13:809–818

    Google Scholar 

  20. Wang L (2002) Cementitious stabilization of soils in the presence of sulfate (dissertation). Louisiana State University, Louisiana

  21. Mardani-Aghabaglou A, Kalıpcılar I, Altun S, Sezer GI, Sezer A (2015) Comparison of unidimensional expansion levels of kaolinite stabilized with different types of cements. In: International symposium on shrink-swell processes in soils, climate and construction, June 18–19, Marne La Valée, France, pp 151–160

  22. Kalıpcılar I, Mardani-Aghabaglou A, Sezer A, Sezer GI, Altun S (2015) Unconfined compressive strength, chloride-ion penetration and freezing-thawing resistance of cement stabilized clay. In: International conference on civil and environmental engineering, May 20–23, Cappadocia, Turkey, pp 1658–1665

  23. Mardani-Aghabaglou A, Kalıpcılar I, Sezer GI, Sezer A, Altun S (2015) Freeze-thaw resistance and chloride-ion penetration of cement-stabilized clay exposed to sulfate attack. Appl Clay Sci 115:179–188

    Google Scholar 

  24. Kalıpcılar I, Mardani-Aghabaglou A, Sezer GI, Altun S, Sezer A (2016) Assessment of the effect of sulfate attack on cement stabilized montmorillonite. Geomech Eng 10(6):807–826

    Google Scholar 

  25. Kalıpcılar I, Mardani-Aghabaglou A, Sezer A, Altun S, Sezer GI (2018) Sustainability of cement stabilized clay: sulphate resistance. Proc Inst Civ Eng Eng Sustain 171(5):254–274

    Google Scholar 

  26. Jovanovic I, Miljanovic I, Jovanovic T (2015) Soft computing-based modeling of flotation processes—a review. Miner Eng 84:34–63

    Google Scholar 

  27. Goh ATC (1995) Empirical design in geotechnics using neural networks. Geotechnique 45:709–714

    Google Scholar 

  28. Kim BY, Kim YS (2001) Prediction of lateral behavior of single and group piles using artificial neural networks. KSCE J Civ Eng 5:185–198

    Google Scholar 

  29. Goh ATC (1996) Neural-network modeling of CPT seismic liquefaction data. ASCE J Geotech Eng 122:70–73

    Google Scholar 

  30. Goh ATC (1999) Soil laboratory data interpretation using generalized regression neural network. Civ Eng Environ Syst 16:175–195

    Google Scholar 

  31. Baykasoglu A, Gullu H, Canakci H, Ozbakir L (2008) Prediction of compressive and tensile strength of limestone via genetic programming. Expert Syst Appl 35(1–2):111–123

    Google Scholar 

  32. Kaya A (2009) Residual and fully softened strength evaluation of soils using artificial neural networks. Geol Geotech Eng 27:281–288

    Google Scholar 

  33. Kayadelen C, Günaydın O, Fener M (2009) Modeling of the angle of shearing resistance of soils using soft computing systems. Expert Syst Appl 36:11814–11826

    Google Scholar 

  34. Tinoco J, Alberto A, da Venda P, Correia AG, Lemos L (2019) A novel approach based on soft computing techniques for unconfined compression strength prediction of soil cement mixtures. Neural Comput Appl. https://doi.org/10.1007/s00521-019-04399-z

    Article  Google Scholar 

  35. Suthar M (2019) Applying several machine learning approaches for prediction of unconfined compressive strength of stabilized pond ashes. Neural Comput Appl. https://doi.org/10.1007/s00521-019-04411-6

    Article  Google Scholar 

  36. Güllü H (2017) A novel approach to prediction of rheological characteristics of jet grout cement mixtures via genetic expression programming. Neural Comput Appl 28:407–420

    Google Scholar 

  37. Tekin E, Akbas SO (2019) Predicting groutability of granular soils using adaptive neuro-fuzzy inference system. Neural Comput Appl 31:1091–1101

    Google Scholar 

  38. Nazari A, Hajiallahyari H, Rahimi A, Khanmohammadi H, Amini M (2019) Prediction compressive strength of Portland cement-based geopolymers by artificial neural networks. Neural Comput Appl 31:733–741

    Google Scholar 

  39. Hossain KMA, Anwar MS, Samani SG (2018) Regression and artificial neural network models for strength properties of engineered cementitious composites. Neural Comput Appl 29:631–645

    Google Scholar 

  40. Goktepe AB, Sezer A (2010) Effect of particle shape on density and permeability of sands. Proc Inst Civ Eng Geotech Eng 163:1–14

    Google Scholar 

  41. Alavi A, Gandomi A, Mollahassani A, Heshmati AA, Rashed A (2010) Modeling of maximum dry density and optimum moisture content of stabilized soil using artificial neural networks. J Plant Nutr Soil Sci 173(3):368–379

    Google Scholar 

  42. Sezer A (2011) Prediction of shear development in clean sands by use of particle shape information and artificial neural networks. Expert Syst Appl 38(5):5603–5613

    Google Scholar 

  43. Sezer A (2013) Simple models for the estimation of shearing resistance angle of uniform sands. Neural Comput Appl 22(1):111–123

    Google Scholar 

  44. ASTM D4318-17 (2017) Standard test methods for liquid limit, plastic limit, and plasticity index of soils. ASTM International, West Conshohocken. www.astm.org

  45. ASTM D854-14 (2014) Standard test methods for specific gravity of soil solids by water pycnometer. ASTM International, West Conshohocken. www.astm.org

  46. ASTM D698-12e2 (2012) Standard test methods for laboratory compaction characteristics of soil using standard effort (12 400 ft-lbf/ft3 (600 kN-m/m3)). ASTM International, West Conshohocken. www.astm.org

  47. ASTM D2166/D2166M-16 (2016) Standard test method for unconfined compressive strength of cohesive soil. ASTM International, West Conshohocken. www.astm.org

  48. ASTM C1202-09 (2009) Standard test method for electrical indication of concrete’s ability to resist chloride ion penetration. ASTM International, West Conshohocken. www.astm.org

  49. Puppala AJ, Wattanasanticharoen E, Punthutaecha K (2003) Experimental evaluations of stabilization methods for sulphate-rich expansive soils. Ground Improv 7:25–35

    Google Scholar 

  50. Chapra S, Canale R (2014) Numerical methods for engineers. McGraw-Hill, New York

    Google Scholar 

  51. Wang TS, Chen L, Tan CH, Yeh HC, Tsai YC (2009) BPNN for land cover classification by using remotely sensed data. In: Proceedings of fifth international conference on natural computation. IEEE, pp 535–539

  52. Haykin S (1998) Neural networks: a comprehensive foundation, chapter 5, 2nd edn. Prentice Hall, New Jersey

    Google Scholar 

  53. Demuth H, Beale M (2000) Neural network toolbox users guide. The Mathworks, Natick

    Google Scholar 

  54. Kecman V (2001) Learning and soft computing: support vector machines, neural networks and fuzzy logic models. MIT Press, Cambridge

    MATH  Google Scholar 

  55. Hagan MT, Menhaj M (1994) Training feedforward networks with the Marquardt algorithm. IEEE Neural Netw 5(6):989–993

    Google Scholar 

  56. Jang JSR (1993) ANFIS: adaptive-network-based fuzzy inference systems. IEEE Trans Syst Man Cybern 23:665–685

    Google Scholar 

  57. Maimon O, Rokach L (2008) Data mining and knowledge discovery handbook, 2nd edn. Springer, New York

    MATH  Google Scholar 

Download references

Acknowledgements

The authors appreciate contributions of the Scientific and Technological Research Council of Turkey (TUBITAK) and Ege University Science and Technology Centre—Technology Transfer Office (EBILTEM) under grant numbers 113M202 and 2014-BIL-009, and the support provided by Çimentaş Group, Denizli Çimento A.Ş. and Akçansa for providing cements used in the experimental part of this study.

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Sezer, A., Sezer, G.İ., Mardani-Aghabaglou, A. et al. Prediction of mechanical and penetrability properties of cement-stabilized clay exposed to sulfate attack by use of soft computing methods. Neural Comput & Applic 32, 16707–16722 (2020). https://doi.org/10.1007/s00521-020-04972-x

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