آژانس همکاریهای بین المللی ژاپن (Japan International Cooperation Aagency)، 1380. گزارش ریزپهنهبندی لرزهای تهران بزرگ. تهیه شده برای مرکز مطالعات زلزله و زیستمحیطی شهرداری تهران بزرگ، 381 صفحه.
چشمی ا. 1385. مطالعه خواص مکانیکی آبرفت درشت دانه تهران بر اساس ترکیب زمین شناسی و آزمایشهای مکانیکی. رساله دکتری، بخش زمین شناسی مهندسی دانشکده علوم پایه دانشگاه تربیت مدرس، 262 صفحه.
چشمی ا. فاخر ع. خامه چیان م. 1387. زمین شناسی آبرفتهای تهران و ارزیابی طبقهبندی ریبن جهت مطالعات زمینشناسی مهندسی، مجله علوم دانشگاه تهران، شماره 34، صفحات 15-1.
ASTM, D422-63, 1996. Standard test method for particle size analysis of soils. Annual book of ASTM standards, Vol. 04.08. pp. 10-16.
ASTM,
D3080-98, 2003. Standard Test Method for Direct Shear Test of Soils Under Consolidated Drained Conditions. ASTM Book of Standards, Volume 04.08.
ASTM,
D4767-95, 2003. Standard Test Method for Consolidated Undrained Triaxial Compression Test. ASTM Book of Standards, Volume 04.08.
Barrett, P.J., 1980. The shape of rock particles, a critical review. Sedimentology, Vol. 27: 291-303.
Cheshomi, A. , Fakher, A., Jones, C.J.F.P., 2009. A Correlation between Friction Angle and Particle Shape Metrics in Quaternary Coarse Alluvia. Quarterly Journal of Engineering Geology and Hydrogeology, Vol. 42: 145-155.
Cho, G.C., Dodds, J.S., Santamarina, J.C., 2004. Particle shape effect on packing density, stiffness and strength: Natural and crushed sand. ASCE Journal of Geotechnical and Geoenvironmental Engineering, 132 (5) : 591-602.
De Jaeger, J., 1991. Influence de la Morphologie des Sables sur Leur Comportement Mecanique. PhD Thesis, Universite Catholique de Louvain, 3 tomes. (In French).
Dodds, J., 2003. Particle Shape and Stiffness - Effect on Soil Behavior, MSc Thesis, Georgia Institute of Technology, Atlanta, 173 p.
Krumbein, W.C., Sloss, L.L., 1963. Stratigraphy and Sedimentation. W. H.Freeman and Co., San Francisco, 660 p.
Krumbein, W.C. 1941. Measurement and geological significance of shape and roundness of sedimentary particles. Journal of Sedimentary Petrology, Vol. 11(2) 64-72.
Mirghasemi, A. A., Rothenburg, L. and Matyas, E. L., 2002. Influence of particle shape on engineering properties of assemblies of two- dimensional polygon-shaped particles. Geotechnique, 52(3) : 209- 217.
Powers, M.C., 1953. A new roundness scale for sedimentary particles. Journal of Sedimentary Petrology, 23(2) : 117-119.
Santamarino, J.C., Cho, G.C., 2004. Soil behavior: The role of particle shape. Proc. Skempton Conf., March, London. 14 p.
Santamarina, J.C., Klein, K. and Fam, M., 2001. Soils and Waves. J. Wiley and Sons, Chichester, UK, 488 p.
Sukumaran, B., Ashmawy, A.K., 2001. Quantitative characterization of the geometry of discrete particles. Geotechnique, 51(7) : 619-627.
Terzaghi, K., 1967. Soil Mechanics in Engineering Practice, Wiley, London.
Wadel, H., 1932. Volume, shape, and roundness of rock particles. Journal of Geology, 40(2) : 443-451.
Zelasko, J.S., 1966. An Investigation of the Influences of Particles Size, Size Gradation and Particle Shape on the Shear Strength and Packing Behavior of Quarziferous Sand. PhD Thesis, Northwestern University, Evanston.