[1] J.K. Mitchell, K. Soga, Fundamentals of soil behavior, John Wiley & Sons New York, (2005).
[2] K.E. Gaaver, Geotechnical properties of Egyptian collapsible soils, Alexandria Engineering Journal, 51(3) (2012) 205-210.
[3] K.-z. Yuan, W.-k. Ni, X.-f. Lü, H.-m. Wang, Effect of water distribution on shear strength of compacted loess, Geomechanics and Engineering, 31(5) (2022) 519.
[4] C. Rogers, T. Dijkstra, I. Smalley, Hydroconsolidation and subsidence of loess: studies from China, Russia, North America and Europe: in memory of Jan Sajgalik, Engineering Geology, 37(2) (1994) 83-113.
[5] M. Nouaouria, M. Guenfoud, B. Lafifi, Engineering properties of loess in Algeria, Engineering Geology, 99(1-2) (2008) 85-90.
[6] M. Noutash, B. Hajialilue, M. Cheshmdoost, Prepounding of canals as a remediation method for collapsible soils, in: Proceedings of the 4th international conference on geotechnical engineering and soil mechanics, Tehran, Iran, (2010).
[7] P. Li, S. Vanapalli, T. Li, Review of collapse triggering mechanism of collapsible soils due to wetting, Journal of Rock Mechanics and Geotechnical Engineering, 8(2) (2016) 256-274.
[8] M. Zimbardo, L. Ercoli, B. Megna, The open metastable structure of a collapsible sand: fabric and bonding, Bulletin of Engineering Geology and the Environment, 75(1) (2016) 125-139.
[9] M.S. Mahmood, M.J. Abrahim, A review of collapsible soils behavior and prediction, in: IOP Conference Series: Materials Science and Engineering, IOP Publishing, (2021), pp. 012044.
[10] M.U. Qureshi, Z. Mahmood, Q.U. Farooq, Q. Qureshi, H. Alhandasi, I. Chang, Engineering characteristics of dune sand-fine marble waste mixtures, Geomech. Eng, 28 (2022) 547-557.
[11] J. Jennings, A guid to construction on or with materials exhibiting additional settlement due to collapse of grain structure, (1975).
[12] E.C. Lawton, R.J. Fragaszy, M.D. Hetherington, Review of wetting-induced collapse in compacted soil, Journal of geotechnical engineering, 118(9) (1992) 1376-1394.
[13] L. Steadman, Collapse settlement in compacted soils of variable fines content, Washington State University, (1987).
[14] Y. Guo, W. Ni, H. Liu, Effects of dry density and water content on compressibility and shear strength of loess, Geomechanics and Engineering, 24(5) (2021) 419-430.
[15] S. Houston, W. Houston, C. Lawrence, Collapsible soil engineering in highway infrastructure development, Journal of Transportation Engineering, 128(3) (2002) 295-300.
[16] D. Kim, Y. Chung, N.Z. Siddiki, Y. Shin, J.R. Kim, Mechanical Characteristics of Indiana Loess Soils for Highway Embankments, (2008).
[17] M.S. Mahmood, A. Akhtarpour, R. Almahmodi, M.M.A. Husain, Settlement assessment of gypseous sand after time-based soaking, in: IOP Conference Series: Materials Science and Engineering, IOP Publishing, (2020), pp. 012080.
[18] S. Wheeler, R. Sharma, M. Buisson, Coupling of hydraulic hysteresis and stress–strain behaviour in unsaturated soils, Géotechnique, 53(1) (2003) 41-54.
[19] J.H. Pereira, D.G. Fredlund, M.P. Cardão Neto, G.d.F. Gitirana Jr, Hydraulic behavior of collapsible compacted gneiss soil, Journal of Geotechnical and Geoenvironmental Engineering, 131(10) (2005) 1264-1273.
[20] G. Medero, F. Schnaid, W. Gehling, Oedometer behavior of an artificial cemented highly collapsible soil, Journal of Geotechnical and Geoenvironmental Engineering, 135(6) (2009) 840-843.
[21] T. Alwail, C. Ho, R. Fragaszy, Collapse mechanism of compacted clayey and silty sands, in: Vertical and Horizontal Deformations of Foundations and Embankments, ASCE, (1994), pp. 1435-1446.
[22] E.C. Lawton, Wetting-induced collapse in compacted soil, Washington State University, (1986).
[23] N. Ismael, A. Jeragh, M. Mollah, O. Khaldi, Factors affecting the collapse potential of calcareous desert sands, in: Southeast Asian geotechnical conference. 9, (1987), pp. 147-158.
[24] A. El Howayek, P.-T. Huang, R. Bisnett, M.C. Santagata, Identification and behavior of collapsible soils, Purdue University. Joint Transportation Research Program, (2011).
[25] I. Mashhour, A. Hanna, Drag load on end-bearing piles in collapsible soil due to inundation, Canadian Geotechnical Journal, 53(12) (2016) 2030-2038.
[26] M.A. Alassal, A.M. Hassan, H.H. Elmamlouk, Effect of Fines and Matric Suction on the Collapsibility of Sandy Soils, in: International Congress and Exhibition" Sustainable Civil Infrastructures”, Springer, (2019), pp. 61-72.
[27] S.M. Haeri, Hydro-mechanical behavior of collapsible soils in unsaturated soil mechanics context, Japanese Geotechnical Society Special Publication, 2(1) (2016) 25-40.
[28] A. Hanna, S. Soliman, Experimental investigation of foundation on collapsible soils, Journal of Geotechnical and Geoenvironmental Engineering, 143(11) (2017) 04017085.
[29] S.D. Mohammadi, R. Ajalloeian, Investigation of Desirability of Sand Pluviation Technique in order to Sample Making of Sandy Soils for Laboratory Models, Modares Civil Engineering journal, 13(5) (2014) 53-63.(in Persion)