مدل‏سازی عددی بالازدگی پوشش بتنی کانال اصلی انتقال آب دشت تبریز

نوع مقاله : مقاله کامل پژوهشی

نویسندگان

1 گروه خاک و پی، دانشکده عمران، دانشگاه تبریز

2 گروه خاک و پی، دانشکده عمران، دانشگاه صنعتی شریف

کلیدواژه‌ها


عنوان مقاله [English]

Numerical Modeling of Concrete Lining Uplift in Tabriz Plain Canal

نویسندگان [English]

  • Fariba Behrouz Saranda 1
  • Masoue Hajialilue Bonab 1
  • Ali Pak 2

کلیدواژه‌ها [English]

  • Concrete lining
  • Canal
  • Expansive soils
  • Filter
  • Numerical modeling
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]10[    حاجی علیلو، م.، بهروزسرند، ف.، چشم دوست، م.، "اثر تورم خاک بستر بر کانال‏های انتقال آب دشت تبریز و ارائه راهکار اصلاحی"، مجله انجمن زمین شناسی مهندسی ایران، 1388، 2 (1 و 2)، 83-98.
[11]     Seed, H. B., Woodward, R. J., Lundgren, R., "Prediction of Swelling Potential for Compacted Clays", ASCE Journal of S.M.F. Division, 1962, 88, (SM3), 53-87.
[12]     Van Der Merwe, D. H., "The Prediction of Heave from the Plasticity Index and Percentage Clay Fraction of Soils", Civil Engineer in South Africa, 1964, 6, 103-106.
[13]     GEO-SLOPE International Ltd, "Stress-Deformation Modeling with SIGMA/W 2007", Third Edition, Calgary, Alberta, Canada, 2008.
[14]     Fredlund, D. G., Xing, A., "Equations for the Soil-Water Characteristics Curve", Canadian Geotechnical Journal, 1994, 31 (4), 521-532.