حاجی­علیلوی بناب، م.، بهروز سرند، ف. و چشم دوست، م (1388) اثر تورم خاک بستر بر کانال­های انتقال آب دشت تبریز و ارائه راهکار اصلاحی، انجمن زمین­شناسی مهندسی ایران، شماره 1 و 2.

رحیمی، ح (1371) مکانیک خاک، انتشارات قائم.

سلیمی، م. و اصغری­کلجاهی، ا (1396) مشکلات ژئوتکنیکی اتوبان پاسداران تبریز و بهسازی بستر باند شمالی در محدوده ایده­لو، دهمین همایش ملی زمین­شناسی دانشگاه پیام­نور- تبریز، 6-7 اردیبهشت.

سلیمی، م.، اصغری­کلجاهی، ا. و حاجی­علیلوی بناب، م (1395) ارزیابی پتانسیل تورم خاک­های بزرگراه شمالی تبریز بر اساس خواص خمیری، سی و پنحمین گردهمایی ملی علوم زمین، سازمان زمین­شناسی و اکتشافات معدنی کشور، 1 تا 3 اسفند ماه.

عسکری، ف. و فاخر، ع (1372) تورم و واگرایی خاک­ها از دید مهندس ژئوتکنیک، چاپ اول، انتشارات جهاد دانشگاهی دانشگاه تهران.

قاضی­نور، ا. (1352) مکانیک خاک­های قابل تورم، انتشارات مهندسان مشاور سانو.

Basma, A. A., Al-Homoud, A. S., Malkawi, A. I. H. and Al-Bashabsheh, M. A (1996) Swelling-shrinkage behavior of natural expansive clays, Applied Clay Science, 11: 211-227.

Bhavsar, S. N. and Patel, A. J (2014) Analysis of Swelling & Shrinkage Properties of Expansive Soil using Brick Dust as a Stabilizer, 4 (12): 303-308.

Bowles, J. E (1988) Foundation Analysis and Design, MC Graw-hill Book Company.

Casagrande, A (1948) Classification and identification of soils Trans, ASCE, 113: 783-810.

Chen, F. H (1975) Foundation on Expansive Soils, Elsevier scientific publishing company.

Christodoulias J (2015) Engineering Properties and Shrinkage Limit of Swelling Soils in Greece, Journal of Earth Science & Climatic Change, 6(5), DOI: 10.4172/2157-7617.1000279.

Dakshanamurthy, V. and Raman, V (1973) A simple method of identifying an expansive soil Soils and Foundations, 1: 97-104.

Das, B (1987) Advanced soil mechanics, MC Graw- Hill Book Company.

Day, R. W (1994) Swell-shrink behavior of compacted clay, Journal of geotechnical engineering, 120: 618- 623.

Firoozi, A. A., Firoozi, A. A. and Baghini M. S (2017) A Review of Physical and Chemical Clayey.

Gromko, G. J (1974) Review of Expansive Soils, Journal of the Geotechnical Engineering, ASCE, 100: 667-687.

Holtz, W. G. and Gibbs, J (1965) Engineering Properties of Expansive Clays, ASCE Transaction Paper, 121.

Johnson, L. D (1980) Field test sections on expansive soil, 4th Int. Conf. on Expansive Soils, ASCE, New York, 1: 262-283.

Kantey, B. A. and Brink, B. A (1952) Laboratory criteria for the recognition of expansive soils, NBRI Bulletin, 9.

Mitchell, J. K (1993) Fundamentals of soil behavior, John Wiley, New York, Chichester, Brisbane, Toronto, Singapore.

Neilson, J. L., Olds, R. J., Peck, W. A. and Seddon, K. D (1992) Engineering geology of Melbourne, Taylor & Francis.

Nelson, J. D. and Miller R. D (1992) Expansive soils: problems and practice in foundation and pavement engineering, John Wiley and Sons, New York.

Nelson, J. D., Chao, K. C., Overton, D. D. and Nelson, E. J (2015) Foundation engineering for expansive soils, John Wiley & Sons.

O’Neill, M. W. and Poormoayed, M (1980) Methodology for foundations on expansive clays, Journal of Geotechnical and Geoenvironmental Engineering, 106.

Peck, R. B., Hanson W. E. and Thornburn T. H (1974) Foundation Engineering, (2nd ed.), New York: John Wiley and Son.

Petry, T. M. and Aemstrong J. C (1980) Relationships and Variations of properties of clay, proceeding of the 4^th international conference on expansive soils, Denver, 16- 18.

Ranganathan, B. V. and Satyanarayana, B (1965) A rational method of predicting swelling potential for compacted expansive clays, proceedings of the 6^th international conference on soil mechanics and foundation engineering, London, 1: 92-96.

Reynolds, P. W (2013) Engineering correlations for the characteration of reactive soil behavior for use in road design.

Schultz, E. and Muhs, H (1967) Bodenuntersuchungen fur Ingenieurbauten. Springer Verlag, Berlin. Heidelberg. New York.

Seed, H. B., Woodward, R. J., Lundgren, R (1965) Prediction of Swelling Potential for Compacted Clays, Journal of the Soil Mechanics and Foundation Division, 88(3): 53–87.

Skempton, A. W (1953) The Colloidal ‘Activity’ of Clays, Proceedings of the 3rd International Conference on Soil Mechanics and Foundation Engineering, Switzerland, 1: 57–61.

Subba Rao, K. S., Tripathy, S. and Fredlund, D. G (2002) Water content- void ratio swell- shrink paths of compacted expansive soils, Canadian geotechnical journal, 39(4): 938-959.

US Bureau of Reclamation (USBR) (1988) Earth Manual (3^rd ed.), Denver, CO: US Department of the Interior, Water Resources Technical Publication.

Van Der Merwe, D. H (1964) The prediction of heave from the plasticity index and percentage clay fraction of soils, Civil Engineer in South Africa, 6: 103–106.

Williams, A. A. B (1957) Discussion on the prediction of total heave from the double oedometer test, Symposium on Expansive Clays, South Africa institution of Civil Engineers, 57.

Zou, J (2015) Assessment of the reactivity of expansive soil in Melbourne metropolitan area, Thesis of Master of Engineering, RMIT University.