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العنوان
Behavior of Grouted Screw Piles Under Inclined Loads in Sand /
المؤلف
Sallam, Ahmed Fawzy Abd El Fattah.
هيئة الاعداد
باحث / احمد فوزى عبد الفتاح سلام
مشرف / محمد الغريب صقر
مناقش / محمد عبد الله فرج عبد المجيد
مناقش / مصطفى عبد اللطيف الصواف
الموضوع
Structural Engineering.
تاريخ النشر
2016.
عدد الصفحات
p 260. :
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
تاريخ الإجازة
17/5/2016
مكان الإجازة
جامعة طنطا - كلية الهندسه - Structural Engineering
الفهرس
Only 14 pages are availabe for public view

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Abstract

Embedded screw piles are extensively used where the foundations of structures are subjected to inclined tensile loads. They allow the transmission of the pullout load to the soil at a greater depth and farther away from the structure. Screw piles of various types are now used for the vertical uplift resistance of submerged pipelines and transmission towers. Screw piles also are used for inclined or horizontal tieback resistance of waterfront and earth-retaining structures. The screw piles which obtain their strength through the shear strength and dead weight of the surrounding soil, are a thin foundation system. The different types of screw piles which are used in geotechnical engineering, include grout system, helical system and plate system.