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العنوان
Capacity of Laterally Loaded Piles (LLP) in Soft Clay at East Port–Said - EGYPT Capacity of Laterally Loaded Piles (LLP) in Soft Clay at East Port–Said - EGYPT /
المؤلف
EL-Shamy, Karem Farouk Ibrahim Farag.
هيئة الاعداد
باحث / كارم فاروق إبراهيم
مشرف / كمال محمد حافظ
مناقش / محمد مسعد الجندى
مناقش / جيهان السيد عبدالرحمن
الموضوع
aral patholojy.
تاريخ النشر
2018.
عدد الصفحات
167 .p. :
اللغة
الإنجليزية
الدرجة
ماجستير
التخصص
الهندسة المدنية والإنشائية
الناشر
تاريخ الإجازة
1/1/2018
مكان الإجازة
جامعة قناة السويس - كلية الهندسة اسماعيلية - الهندسة المدنية
الفهرس
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Abstract

Abdelrahman, G. A., (1995), ”Time-Dependent Behavior of Laterally Loaded Piles”, Ph.D. Thesis, Faculty of Engineering, Cairo University, Egypt, 400 p.
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Ahmadi, M. M., & Ahmari, S. (2009). Finite-element modelling of laterally loaded piles in clay. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 162(3), 151-163.‏
Alizadeh, M. (1969). “Lateral Load tests on Instrumented Timber Piles”, Performance of Deep Foundations (STP 440), ASTM, Philadelphia, PA, pp. 379 -394.
American Petroleum Institute. Recommended practice for geotechnical foundation design consideration. API RP 2GEO, 2011.
André de Almeida, M., Miguel, M. G., & Teixeira, S. H. C. (2010). Horizontal bearing capacity of piles in a lateritic soil. Journal of geotechnical and geoenvironmental engineering, 137(1), 59-69.‏
Arulanantham, J., 2015 3-D finite element analysis of laterally loaded short shafts in soil.‏ thesis (master). Toronto, Ontario, Canada
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