1. Arunasalam, R.,"Coupling of mechanical behaviour and water retention behaviour in unsaturated soils", PhD thesis, University of Glasgow, Glasgow, UK., (2009)
2. Bishop, A. W. & Blight, G. E.,"Some aspects of effective stress in saturated and partially saturated soils",Geotechnique, 13(3), pp. 177-197, (1963).
3. Bishop, A.W., and Donald, I.B.,"The experimental study of partly saturated soil in the triaxial apparatus", In Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, 1, Paris, pp. 13–21, (1961).
4. Bocking, K. A. and Fredlund, D.G., "Limitations of the axis translation technique", Proceeding of 4th International Conference on Expansive soils, Denver, 117-135, (1980).
5. Chiu, C.F.,"Behaviour of unsaturated loosely compacted weathered materials", PhD thesis, The Hong Kong University of Science and Technology, Hong Kong, (2001).
6. Cui, Y.J. and Delage, P.,"Yielding and plastic behaviour of an unsaturated compacted silt",Geotechnique, 46(2), pp. 291-311, (1996).
7. Delage, P., Romero, E. and Tarantino, A.,"Recent developments in the techniques of controlling and measuring suction in unsaturated soils’, Proceedings Of The First Uropean Conference On Unsaturated Soils, E-Unsat 2008, Durham, United Kingdom, July 2–4, (2008).
8. Dineen, K. and Burland, J.B.,"A new approach to osmotically controlled oedometer testing", Proceedings of the First International Conference on Unsaturated Soils, Paris, 2, 459-465, (1995).
9. Drumright, E.,"Shear strength for unsaturated soils", PhD thesis, University of Colorado, Fort Collins, Colo, (1987).
10. Estabragh, A.R., Javadi, A.A. and Boot, J.C.,"The effect of compaction pressure on consolidation behaviour of unsaturated silty soils", Canadian Geotechnical Journal, pp. 540-550, 41(3), (2004).
11. Estabragh, A.R. and Javadi, A.A.,"Critical state for overconsolidated unsaturated silty soil", Canadian Geotechnical Journal, 45(3), pp. 408-420, (2008).
12. Esteban, V. and Saez, J., " A device to measure the swelling characteristics of rock samples with control of the suction up to very high values",Proc. ISRM Symposium on Rock Mechanics and Power Plants, Madrid, 2, (1988).
13. Fredlund, D.G. and Morgenstern, N.R.,"Stress state variables for unsaturated soils",Journal of the Geotechnical Engineering Division, Proceedings, ASCE (GT5), 103, pp. 447-466, (1977).
14. Fredlund, D.G. and Rahardjo, H.,"Soil Mechanics for Unsaturated Soils", New York: Wiley Inter Science, (1993).
15. Hilf, J. W.,"An investigation of pore water pressure in compacted cohesive soils";Technical Memo 654, Denver, Bureau of Reclamation, (1956).
16. Kassif, G. and Ben Shalom, A.,"Experimental relationship between swelling pressure and suction",Geotechnique, 21(3), pp. 255-259, (1971).
17. Komornik, A., Livneh, M. and Smucha, S.,"Shear strength and swelling of clays under suction",Proceedings of 4th International Conference on Expansive soils, Denver, CO, 1, pp. 206-226, (1980).
18. Khan, M.H. and Hoag, D.L.,"A noncontacting transducer for measurement of lateral strains",Canadian Geotechnical Journal, 16, pp. 409–411, (1979).
19. Lagerwerff, J.V., Ogata, G. and Eagle, H.E., "Control of osmotic pressure of culture solutions with polyethylene glycol", Science, 133, pp. 1486-1487, (1961).
20. Lloret, A, Villar, M.V., Sanchez, M., Gens, A., Pintado, X. and Alonso, E.E.,"Mechanical behaviour of heavily compacted bentonite under high suction changes", Geotechnique, 53(1),
pp. 27-40, (2003).
21. Macari, E.J., Parker, J.K. and Costes, N.C.,"Measurement of volume changes in triaxial tests using digital imaging techniques",GeotechnicalTesting Journal, 20(1), pp. 103–109, (1997).
22. Marinho, F.A. and Chandler, R.J.,"Aspects of the behavior of clays on drying", Unsaturated soils Geotechnical special publication, 39, S. Houston and W. Wray, eds., ASCE, New York, (1993).
23. Matyas, E.L. and Radhakrishna, H.S.,"Volume change characteristics of partially saturated soils",Geotechnique, 18 (4), pp. 432-448, (1968).
24. McKeen, R.G.,"A model for predicting expansive soil behavior", Proc. 7th Int. Conf. on Expansive Soils, 1, Dallas, pp. 1–6, (1992).
25. Miller, C. J., Yesiller, N., Yaldo, K. and Merayyan, S.,"Impact of Soil Type and Compaction Conditions on Soil Water Characteristic",J. Geotech. Eng., ASCE,128(9), pp.733–742, (2002).
26. Ng, C.W.W. and Chiu, C.F.,"Behaviour of a loosely compacted unsaturated volcanic soil",Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 127(12), pp. 1027–1036, (2001).
27. Ng, C.W.W., Zhan, L.T. and Cui, Y.J.,"A new simple system for measuring volume changes in unsaturated soils",Canadian Geotechnical Journal, 39,pp. 757-764, (2002).
28. Padilla, J.M., Houston, W.N., Lawrence, C.A., Fredlund, D.G., Houston, S.L. and Perez, N.P.,"An Automated Triaxial Testing Device for Unsaturated Soils",Proceedings of the Fourth International Conference on Unsaturated Soils, April 2-6, Carefree, AZ., pp. 1775-1786, (2006).
29. Rampino C., Mancuso C. and Vinale F.,"Laboratory testing on an unsaturated soil", equipement, procedures, and first experimental results,Canadian Geotechnical Journal, 36(1), pp. 1-12, (1999).
30. Romero, E., Lloret, F., Gen, J.A. and Alonso, E.E.,"A new suction and temperature controlled triaxial apparatus",In Proceedings of the 14th International Conference on Soil Mechanics and Foundation Engineering, Hamburg, 1, pp. 185–188, (1997).
31. Sharma, R.S.,"Mechanical behavior of unsaturated highly expansive clays", PhD Thesis, Oxford University, (1998).
32. Sivakumar, V.,"A critical state framework for unsaturated soils", PhD Thesis, University of Sheffield, (1993).
33. Sivakumar, R.,"Effects of anisotropy on the behaviour of unsaturated compacted clay", PhD thesis, Queen’s UniversityBelfas, (2005).
34. Tarantino, A., Mongiovi, L. and Bosco, G.,"An experimental investigation on the independent isotropic stress variables for unsaturated soils",Geotechnique, 50(3), pp. 285-292, (2000).
35. Tinjum, J.M., Benson, C.H. and Blotz, L.R.,"Soil-water characteristic curves for compacted clays",Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 123(11), pp. 1060 – 1069,(1997).
36. Vanapalli, S.K., Pufahl, D.E. and Fredlund, .G.,"Relationship between soil-water characteristic curves and the as-compacted water content versus soil for a clay till", XI Pan-American Conference on Soil Mechanics and Foundation Engineering, Brazil, August 8-12, 2, pp. 991-998. (1999).
37. Wheeler, S.J., "The stress-strain behavior of soils containing gas bubbles", PhD thesis, Oxford University, U.K.,(1986).
38. Wheeler, S.J. and Sivakumar V.,"An elasto-plastic critical state framework for unsaturated soil",Geotechnique, 45(1), pp. 35–53, (1995).
39. Zakaria, I.,"Yielding of unsaturated soil", PhD thesis, University of Sheffield, UK, (1995).
40. Zur, B.,"Osmotic control of the matric soil-water potential", Soil Sci., 102, pp. 394-398, (1966).
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