STUDYING THE COLLAPSIBILITY POTENTIAL OF SOILS LOCATED IN THE SITE OF ARDABIL’S TELECABIN

Publish Year: 1394
نوع سند: مقاله کنفرانسی
زبان: English
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RSTCONF01_413

تاریخ نمایه سازی: 30 آبان 1394

Abstract:

A large number of engineering problems are associated with partly saturated soils. One of the most common problems is that of collapse of material such as loess or silty soils, which can undergo large settlement as they are wetted at relatively large stresses. In this research collapsibility potential of soils in the site of Ardabil’s telecabin has been evaluated. Assessment of collapsibility potential of under consideration soils has been done using experimental criteria and the standard based on double consolidation test (ASTM D 3555-35). Results from these investigations show that soils in this areas have low collapsibility

Authors

Hooshang Katebi

Associate Professor, School of Geotechnical Engineering, Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran

Mahzad Esmaeili-Falak

Ph.D. Student, School of Geotechnical Engineering, Faculty of Civil Engineering, University of Tabriz, Tabriz, Iran

Hamed Bakhshi

Department of Engineering, Islamic Azad University, Ahar, Iran

Navid Esmaeili-Choobar

Young Researchers and Elite Club, Tabriz Branch, Islamic Azad University, Tabriz, Iran

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  • Medero, G.M.. Schnaid, F., and Gehling, W.Y.Y., (2009). Oedometer behavior ...
  • ASTM. (2003). Standard test method for measuremet of collapse potential ...
  • ASTM. (2006). Standard test method for sieve analysis of fine ...
  • ASTM. (2007). Standard test method for density and unit weight ...
  • ASTM. (20 07). Standard test method for particle-size analysis of ...
  • ASTM. (201 0). Standard test method for liquid limit, plastic ...
  • ASTM. (2010). Standard test method for specific gravity of soil ...
  • Basama, A.A. (1992). Evaluation and control of collapse soils. Journal ...
  • Celemence, S., and Finbarr, A., (1981). Design consideration for collapsible ...
  • Clevenger, W.A., (1959). Experience with loess _ a foundation material. ...
  • Darwell, J.L, and Conway, B.W., (1976). Prediction of metastable soil ...
  • Denisov, N.Y., (1951). The engineering properties of loess and loess ...
  • Feda, J., (1966). Structure stability of subsidence loess from praha ...
  • Gibbs, H.J., and Bara, J.P., (1962). Predicting surface subsidence from ...
  • Gibbs, H.J., and Bara, J.P. (1967). Stability problems of collapsing ...
  • Hormdee, D., (20 08), Investigation on collapse potential of loess ...
  • Jefferson, I., Murray, E.J., Faragher, E, and Fleming, P.R., (2001). ...
  • Lawton, E.C., Fragasy, R.J. and Hetherington, M.D., (1992). Review of ...
  • Rafie, B. M. A., Ziaie Moayed, R., Esmaeli. M, (2008). ...
  • نمایش کامل مراجع