شماره ركورد :
181168
عنوان مقاله :
تحليل پايداري شيبهاي خاكي مهار شده با ميخكوبي
عنوان به زبان ديگر :
Stability Analysis of Soil Slopes Reinforced with Nails
پديد آورندگان :
هاتف ، نادر نويسنده - ,
اطلاعات موجودي :
دو ماهنامه سال 1384 شماره 91
رتبه نشريه :
فاقد درجه علمي
تعداد صفحه :
12
از صفحه :
415
تا صفحه :
426
كليدواژه :
Nails , Soil Slopes Reinforced , شيب خاكي مهارشده , ميخ كوبي خاك , مهندسي , تحليل پايدار شيب , شيب ها , خاك مسطح
چكيده لاتين :
Soil nailing is an in-situ soil reinforcement technique which has been used during the past two decades to retain excavations or stabilize slopes. In Europe, the French and German methods and in United States, the Davis method, are the design methods that have been most commonly used. These methods only control the global stability of the wall and pull out of the nails. In this paper a design approach which provides a rational estimate of maximum tension and deflection of nails is introduced. To evaluate these forces and deflections a user friendly computer code (soffit) has been written. Examples of applications of this program are provided and the results are compared with those obtained from other methods.
سال انتشار :
1384
عنوان نشريه :
نشريه دانشكده فني دانشگاه تهران
عنوان نشريه :
نشريه دانشكده فني دانشگاه تهران
اطلاعات موجودي :
دوماهنامه با شماره پیاپی 91 سال 1384
كلمات كليدي :
#تست#آزمون###امتحان
لينک به اين مدرک :
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