شماره ركورد كنفرانس
4891
عنوان مقاله
Stone Columns Analysis using Finite Element Method
Author/Authors
Mousavi Hojjatollah Department of Civil Engineering - Graduate University of Technology, Kerman , Marandi Morteza Department of Civil Engineering - Bahonar University , Soltani Fazlollah Department of Civil Engineering - Graduate University of Technology, Kerman
كليدواژه
Stone columns , finite element method , analysis , soft soil , soil improvement
سال انتشار
1391
عنوان كنفرانس
نهمين كنگره بين المللي مهندسي عمران
زبان مدرك
انگليسي
چكيده فارسي
فاقد چكيده فارسي
چكيده لاتين
Soils are one of the ancient construction materials and most part of the earth surface is covered with this type of material. Due to the weakness in shear strength and lack of tension strength of the soils, geotechnical engineers are concerned with complexity involved in soil behaviors. Stone columns are one of the vastly used methods to improve the weak soils in recent decades. In the industrial countries, and due to increase in construction industry, the land costs are increased and proper lands for constructions are decreased. As a result, in most cases, the constructions are made on fine grained and weak soils. To improve soils using conventional methods are costly and not economical.Recently alternative methods are introduced for soil improvement. Proper efficiency, accessibility to low cost materials, and easiness execution, seems that; using stone columns may be an economical choice for soil improvement. Stone columns increases the strength of weak soils, decrease the settlements under construction loading, and mitigate the liquefaction potential structures such as: roads, earth embankments, oil reservoirs and etc. In this article,the stone columns are analyzed using finite element method and a model is introduced
كشور
ايران
تعداد صفحه 2
8
از صفحه
1
تا صفحه
8
لينک به اين مدرک