رفیعی، ب.، 1387 .تثبیت خاکهای رمبنده با تزریق– مطالعهی موردی راهآهن سمنان- تهران. پایاننامه کارشناسیارشد، دانشگاه بینالمللی امامخمینی، قزوین.
گودرزی، ا. ر، اوحدی، و. ر.، 1386 .تأثیر توام انحلال نمکهای کربناتی یا سولفاتی و قابلیت رمبندگی بر تشدید شکلگیری فروچالهها. مجله دانشکده فنی، جلد34، شماره 3،
Benatti, J.C.B., Miguel, M.G., Rodrigues, R.A., Vilar, O.M., 2011. Collapsibility study for tropical soil profile using oedometric tests with controlled suction. In: Alonso, E., Gens, A. (Eds.), Unsaturated Soils., Taylor & Francis Group, London, PP.193-198.
Das, B.M., 1990. Principles of Foundation Engineering”, 2nd Edition, PWS-Kent PubT Co.
Feda, J., 1988. Collapse of loess upon wetting. Engineering Geology, 25: 263-269.
Francisca, F.M., 2007. Evaluating the Constrained Modulus and Collapsibility of Loess from Standard Penetration Test. International Journal of Geomechanics, 7(4): 307–310.
White, J.L., Greenman, C., 2008. Collapsible Soils in Colorado. Engineering Geology, Colorado Geological Survey Publication EG-14.
Huat, B.B.K., AL Aziz, A., Faisal, H.A., Azmi, N.A., 2008. Effect of Wetting on Collapsibility and Shear Strength of Tropical Residual Soils. Ele. Journal of Geotechnical Engineering (EJGE), 13(Bund. G): 1-14.
Jennings, J.E., Knight, K., 1975. A Guide to construction or with materials exhibiting additional settlement due to collapse of grain structure. 6th Regional Conference for Africa On Soil Menchanics and Foundation Engineering, Durban, South Africa, PP. 99-105.
Lim, Y.Y., Miller, G.A., 2004. Wetting-Induced Compression of Compacted Oklahoma Soils. Journal of Geotechnical an d Geoenvironmental Engineering (ASCE), 130(10): 1014–1023.
Lin, Z.G., Wang, S.J., 1988. Collapsibility and deformation characteristics of deep-seated loess in China. Engineering Geology, 25: 271-282.
Lollo, J. A., Rodrigues, R.A., Elis, V. R., Prado, R., 2011. Use of electrical resistivity to identify collapsible soils in Brazil. Bulletin of Engineering Geology and the Environments, 70: 299–307.
Madhyannapu, R.S., Madhira, R.M., Anand, J.P. Ghosh, A., 2008. Compressibility and collapsibility characteristics of sedimented fly ash beds. Journal of Materials in Civil Engineering (ASCE), 20(6): 401-409.
Rafie, B.M.A., Ziaie Moayed, R., Esmaeli, M., 2008. Evaluation of soil collapsibility potential: A case study of Semnan railway station. Journal of Geotechnical Engineering (EJGE), 13(Bund. G): 1-6.
Reznik, Y.M., 2000. Engineering approach to interpretation of oedometer tests performed on collapsible soils. Engineering Geology, 57: 205–213.
Reznik, Y. M., 2007. Influence of physical properties on deformation characteristics of collapsible soils.Engineering Geology, Vol. 92, pp. 27-37.
Rodrigues, R.A., Elis, V.R., Prado, R., Lollo, J.A., 2006. Laboratory tests and applied geophysical investigations in collapsible soil horizon definition.The Geological Society of London. International Association for Engineering Geology and the Environment ( IAEG), Paper No. 115.
Rust, E., Ben, H.G., 2010. Collapsible soils an overview. Civil Engineering: Magazine of the South African Institution of Civil Engineering, 18(2): 14-17.
Santagata, M.C., 2011. Identification and Behavior of Collapsible Soils. Joint Transportation Research Program, Technical Report Series, Indiana Department of Transportation, ReportNo.765.463.1521. SPR-3109.
Scheffe, K.F., 2005. Collapsible soils in the Rio Grande valley of central New Mexico. Geological Society of America(GSA), 37(7): 327.
Soliman S.h., 2010. Performance of Reinforced Collapsible Soils. PhD thesis, Civil Eng. Dept., Concordia University Montreal, Quebec, Canada.
Pawlak, S.L., 1998. Evaluation, Design and Mitigation, Collapsible Soil Sites in Western Colorado. Colorado Geological Survey, Geologic Hazards and Engineering Practices in Western Colorado, Glenwood Springs, Colorado.
Williams, T., Rollins, K.M., 1991. Collapsible Soil Hazard for the Cedar City, Utahu Area. Contract report T91-10, UTAHU geological survey.
Yuan, Z.X., Wang, L.M., 2009. Collapsibility and seismic settlement of loess. Engineering Geology,105:119–123.
Yuanqing, Z., Zhenghan, C.H.,2009. New method of studying collapsibility of loess. Front. Archit. Civ. Eng. China, 3(3): 305–311