Analysis of pullout resistance of geogrids using experimental and numerical moddeling / Tarek Ismail Sabry Khallaf ; Supervised Abdelsalam M. Salem , Ashraf A. Elashal , Omar Youssef Ezz Eldin

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Tarek Ismail Sabry Khallaf

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TextLanguage: eng Publication details: Cairo : Tarek Ismail Sabry Khallaf , 2009Description: 241 P. : charts . facsimiles ; 30cmOther title:

تحليل مقاومة انسلاخ الشبكات البوليمرية بالنماذج المعملية والرقمية [Added title page title]

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Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: A reinforced soil consisted of sand and geogrids was used as a stabilized soil for the application of higher earth walls and steep slope. Laboratory testing program was designed to evaluate the reinforced soil behaviour under various overburden pressures in order to evaluate the interaction mechanism between sand and geogrid reinforcement

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Item type	Current library	Home library	Call number	Copy number	Status	Date due	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2009.Ta.A (Browse shelf(Opens below))		Not for loan		01010110051371000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2009.Ta.A (Browse shelf(Opens below))	51371.CD	Not for loan		01020110051371000

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Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering

A reinforced soil consisted of sand and geogrids was used as a stabilized soil for the application of higher earth walls and steep slope. Laboratory testing program was designed to evaluate the reinforced soil behaviour under various overburden pressures in order to evaluate the interaction mechanism between sand and geogrid reinforcement

Issued also as CD

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