عنوان مقاله :
مدل گسترده تحليل پايداري سواحل رودخانه
عنوان به زبان ديگر :
Extensive Model of Stability Analysis of Riverbanks
پديد آورندگان :
صمدي، امير نويسنده Samadi, A. , اميري تكلداني ، ابراهيم نويسنده Amiri- Tokaldany, E.
اطلاعات موجودي :
فصلنامه سال 1387
كليدواژه :
تحليل پايداري , فرسايش سواحل رودخانه , پايداري سواحل رودخانه , Cantilever Failure , River Bank Erosion , Planar Failure , Rotational Failure , stability analysis
چكيده لاتين :
Riverbank erosion, land loss and associated sedimentation arc river engineering and water resources
management problems of global significance. The ability to predict riverbank stability on eroding rivers is
the prerequisite of developing a channel width adjustment model and is essential for estimating riverbank
erosion and associated sedimentation. In this research. a detailed model for stability analysis of riverbanks
is introduced. Contrary to most available models developed based only on one type of planar or rotational
failure, the new model ineludes both these types of failure, providing the ability to analysis bank stability
using other available methods and compare the results. Furthermore. this new, unique model has the ability
to analyze riverbank stability against cantilever failure. The most suitable analysis method was first
selected based on bank material characteristics and stratification and the height and slope angle of the
riverbank. The stability of the riverbank was then analyzed based on probable failure methods. The
application of the new model providing examples of different types of failure is described
عنوان نشريه :
تحقيقات مهندسي كشاورزي
عنوان نشريه :
تحقيقات مهندسي كشاورزي
اطلاعات موجودي :
فصلنامه با شماره پیاپی سال 1387
كلمات كليدي :
#تست#آزمون###امتحان