[KSCI] Korea Science Citation Index Service

http://dx.doi.org/10.12989/gae.2018.15.6.1219

Assessment of swelling pressure of stabilized Bentonite

Angin, Zekai (Civil Engineering Department, Karadeniz Technical University)
Ikizler, Sabriye Banu (Civil Engineering Department, Karadeniz Technical University)

Publication Information

Geomechanics and Engineering / v.15, no.6, 2018 , pp. 1219-1225 More about this Journal

Abstract

In this study, a comprehensive laboratory experimental programme was conducted on expansive soil with a high swelling potential to study the influence of different additive materials on swelling pressure and index properties. Lime, sand, multifilament fiber and fibrillated fiber were used for stabilization of expansive soil. Lime, sand and fibers were respectively added to the expansive soil at 0-7%, 0-80%, 0-0.5%. On each mixture that was prepared by the proportions mentioned above, Atterberg limits, compaction, and swelling pressure tests were conducted. From the result of these experiments, the swelling pressure-time relation could be replaced by a rectangular hyperbola established to facilitate the prediction of ultimate percent swelling with a few initial data points. The best type of additive and its optimum ratio for engineering purposes could be estimated rapidly by this approach.

Keywords

stabilization; expansive soil; swelling pressure; lime; sand; multifilament fiber; fibrillated fiber; rectangular hyperbola;

Citations & Related Records

Times Cited By KSCI : 1 (Citation Analysis)

Reference
Cited By KSCI

1	Turkoz, M. and Vural, P. (2013), "The effects of cement and natural zeolite additives on problematic clay soils", Sci. Eng. Compos. Mater., 20(4), 395-405.
2	Vanapalli, S.K. and Lu, L. (2012), "A state-of-the art review of 1-D heave prediction methods for expansive soils", Int. J. Geotech. Eng., 6(1), 15-41. DOI
3	Vanapalli, S.K., Lu, L., Sedano, J.I. and Oh, W.T. (2012), "Swelling characteristics of sand-bentonite mixtures", Unsaturated Soils: Research and Applications, Springer, Berlin Heidelberg.
4	Vijayvergiya, V.N. and Ghazzaly, O.I. (1973), "Prediction of swelling potential for natural clays", Proceedings of the 3rd International Conference on Expansive Clay Soils, 1, 227-236.
5	Zumrawi, M. (2013), "Swelling potential of compacted expansive soils", Int. J. Eng. Res. Technol., 2(3), 1-6.
6	Adem, H.H. (2015), "Modulus of elasticity based method for estimating the vertical movement of natural unsaturated expansive soils", Doctoral Dissertation, University of Ottawa.
7	Al-Mukhtar, M., Lasledj, A. and Alcover, J.F. (2010), "Behaviour and mineralogy changes in lime-treated expansive soil at $50^{\circ}C$ ", Appl. Clay Sci., 50, 199-203. DOI
8	Al-Rawas, A.A., Hago, A.W. and Al-Sarmi, H. (2005), "Effect of lime, cement and sarooj (artificial pozzolan) on the swelling potential of an expansive soil from Oman", Build. Environ., 40, 681-687. DOI
9	Al Zubaidi, M.R., Al Rawi, K.H. and Al Falahi, A.J. (2013), "Using cement dust to reduce swelling of expansive soil", Geomech. Eng., 5(6), 565-574. DOI
10	Alonso, E.E., Pinyol, N.M. and Gens, A. (2013), "Compacted soil behavior: initial state, structure and constitutive modelling", Geotechnique, 63(6), 463-478. DOI
11	Cimen, O., Keskin, S.N. and Yildirim, H. (2012), "Prediction of swelling potential and pressure in compacted clay", Arab. J. Sci. Eng., 37(6), 1535-1546. DOI
12	ASTM D4546 (2003), Standard Test Methods for One-Dimensional Swell or Settlement Potential of Cohesive Soils, Annual Book of ASTM Standards, Vol. 04.08:992-1001, ASTM, West Conshohoken, PA, USA.
13	Bose, B. (2012), "Geoengineering properties of expansive soil stabilized with fly ash", EJGE, 17, 1339-1353.
14	British Standard 1377 (1990), Methods of Test for Soils for Civil Engineering Purposes, British Standard Institution, London .
15	Calik, U. and Sadoglu, E. (2014), "Classification, shear strength, and durability of expansive clayey soil stabilized with lime and perlite", Nat. Hazard., 71, 1289-1303. DOI
16	Ciancio, D., Beckett, C.T.S. and Carraro, J.A.H. (2014), "Optimum lime content identification for lime-stabilised rammed earth", Constr. Build. Mater., 53, 59-65. DOI
17	Dakshinamurthy, V. (1978), "A new method to predict swelling using hyperbola equation", J. South East Asian Soc. Soil Eng., 9, 29-38.
18	Erzin, Y. and Erol, O. (2004), "Correlations for quick prediction of swelling pressure", Elec. J. Geotech. Eng., 9, Bundle F, Paper 0476.
19	Han, Z. and Vanapalli, S.K. (2015), "Model for predicting the resilient modulus of unsaturated subgrade soil using the soilwater characteristic curve", Can. Geotech. J., 52(10), 1605-1619. DOI
20	Holtz, W.G. and Gibbs, H.J. (1956), "Engineering properties of expansive clays", Transactions Paper 2814, 121, 641-677.
21	Hudyma, N. and Avar, B.B. (2006), "Changes in swell behavior of expansive clay soils from dilution with sand", Environ. Eng. Geosci., 12(2), 137-145. DOI
22	Louafi, B. and Bahar, R. (2012), "Sand: an additive for stabilzation of swelling clay soils", Int. J. Geosci., 3, 719-725. DOI
23	Ikizler, S.B., Aytekin, M., Vekli, M. and Kocabas, F. (2010), "Prediction of swelling pressures of expansive soils using artificial neural networks", Adv. Eng. Softw., 41, 647-655. DOI
24	Ikizler, S.B., Vekli, M., Dogan, E., Aytekin, M. and Kocabas, F. (2014), "Prediction of swelling pressures of expansive soils using soft computing methods", Neur. Comput. Appl., 24, 473-485. DOI
25	Komornik, J. and David, A. (1969), "Prediction of swelling potential for compacted clays", J. Soil Mech. Found. Div., ASCE, 95(1), 209-225.
26	Mahamedi, A. and Khemissa, M. (2015), "Stabilization of an expansive overconsolidated clay using hydraulic binders", HBRC J., 11(1), 82-90. DOI
27	Miller, C.J. and Rifai, S. (2004), "Fiber reinforcement for waste containment soil liners", J. Environ. Eng., ASCE, 130(8), 891-895. DOI
28	Mir, B.A. (2015), "Some studies on the effect of fly ash and lime on physical and mechanical properties of expansive clay", Int. J. Civil Eng., 13(3), 1-12.
29	Mishram, A.K., Dhawanm, S. and Raom, S.M. (2008), "Analysis of swelling and shrinkage behavior of compacted clays", Geotech. Geol. Eng., 26, 289-298. DOI
30	Nalbantoglu, Z. (2014), "Effectiveness of class C fly ash as an expansive soil stabilizer", Constr. Build. Mater., 18, 377-381.
31	Peck, R.B., Hanson, W.E. and Thornburn, T.H. (1974), Foundation Engineering, John Wiley and Sons, Inc.
32	Rao, N.S. and Kodandaramaswamy, K. (1981), "The prediction of settlements and heave in clays", Can. Geotech. J., 17, 623-631.
33	Ikizler, S.B., Aytekin, M. and Vekli, M. (2009), "Reductions in swelling pressure of expansive soil stabilized using EPS geofoam and sand", Geosynth. Int., 16, 216-221. DOI
34	Punthutaecha, K, Puppala, A.J., Vanapalli, S.K. and Inyang, H. (2006), "Volume change behaviors of expansive soils stabilized with recycled ashes and fibers", J. Mater. Civil Eng., 18(2), 295-306. DOI
35	Ranganatham, B.V. and Satyanarayana, B. (1969), "A rational method of predicting swelling potential, for compacted expansive clays", Proc. 6th Int. Conf. SM and FE, Canada, 1, 92-96.
36	Rao, K.M. and Subbarao, G.V.R. (2012), "Optimum fly ash for mechanical stabilization of expansive soils using 22 factorial experimental designs", Nat. Hazard., 60, 703-713. DOI
37	Rao, M.K., Babu, G. and Rani, C.S. (2006), "Influence of coarse fraction on swelling characteristics", Elec. J. Geotech., 11(A).
38	Rusbintardjo, G., Hainin, R.M. and Yusoff, N.I. (2015), "Improvement in properties of expansive clay by stabilizing with Buton rock asphalt", J. Teknologi, 73(4), 111-116.
39	Rushad, T.S., Kumar, A., Duggal, S.K. and Mehta, P.K. (2011), "Experimental studies on lime-soil-fly ash bricks", Int. J. Civil Struct. Eng., 1(4), 994-1002.
40	Singhal, S., Houston, S. and Houston, W.N. (2011), "Effects of testing procedures on the laboratory determination of swell pressure of expansive soils", Geotech. Test. J., ASTM, 34(5), 476-488.
41	Sridharan, A. and Gurtug, Y. (2004), "Swelling behaviour of compacted fine-grained soils", Eng. Geol., 72, 9-18. DOI
42	Sridharan, A., Sreepada Rao, A. and Sivapullaiah, P.V. (1986), "Swelling pressure of clays", Geotech. Test. J., 9(1), 24-33. DOI
43	Turkoz, M. and Tosun, H. (2011), "The use of methylene blue test for predicting swell parameters of natural clay soils", Scientif. Res. Essay., 6(8), 1780-1792.