ارزیابی پایداری و نشست خاکریز میان‌گذر دریاچه ارومیه

]1[ حسینی، م. ا.، "مهندسی ژئوتکنیک لرزه­ای"،
  پژوهشگاه بین­المللی زلزله­شناسی و مهندسی زلزله،
  1378.

[2]    Taylor, D. W., "Fundamentals of Soil Mechanics", Wiley, New York, 1948.

[3]    Perloff, W. H., Baron, W., "Soil Mechanics", Wiley, New York, 1976.

[4]    Lambe, T. W., Whitman, R. V., "Soil Mechanics", Ronald Press, New York, 1969.

[5]    Fellenius, B., "The Landslide at Guntorp", Geotechnique, 1953, 5 (1), 120-125.

[6]    Bishop, A. W., "The use of the Slip Circle in the Stability Analysis of Slope", Geotechnique, 1955, 5 (1), 7-17.

[7]    Morgenstern, N. R., Price, V. E., "The Analysis of the Stability of General Slip Surface", Geotechnique, 1965, 15 (1), 79-93.

[8]    Spencer, E., "A Method of Analysis of the Stability of Embankments Assuming Parallel Interlace Forces", Geotechnique, 1967, 17 (1), 11-26.

[9]    Janbu, N., "Slope Stability Computations", Soil Mechanics and Foundation Engineering Report, Technical University of Norway, Trondheim, 1968.

[10]  Duncan, J. M., "State-of-the-Art: Static Stability and Deformation Analysis", Specialty Conference on Stability and Performance of Slopes and Embankments, New York, US, 1992, pp 222-266.

[11]  Norwegian Geotechnical Institute, "Design and Construction of the Urmia Lake Causeway, Assessment of Stability and Settlement of the Embankment", Document No: OEP81449RXP23004, 2004.

[12]  Norwegian Geotechnical Institute, "Design and Construction of the Urmia Lake Causeway, Earthquake Investigation Report", Document No: TEP81449YGP10005, 2003.

[13]  Atkinson, J. H., Brasby, P. L., "The Mechanics of Soils-An Introduction to Critical State Soil Mechanics", McGraw-Hill Book Company, UK, 1978.

[14]         Biot, M. A., "General Theory of Three-Dimensional Consolidation", Journal of Applied Physics, 1941, 12, 155-164.