Numerical modeling of expansive soils using uncoupled approach / Youssef Gomaa Youssef Morsi ; Supervised Ahmed Amr Darrag , Tamer Yehia Elkady

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Youssef Gomaa Youssef Morsi

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TextLanguage: eng Publication details: Cairo : Youssef Gomaa Youssef Morsi , 2010Description: 193P. : charts ; 30cmOther title:

التمثيل العددى للتربة الانتقاشية باستخدام الطريقة غير المقترنة [Added title page title]

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Dissertation note: Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering Summary: Expansive soils cause damages to structures due to swelling or shrinking as a response to change in soil moisture . Expansive soil is one of the most costly natural disasters in the world . This disseration presents an investigation of engineering behavior of expansive soils . Unsaturated soil mechanics theoretical approach is considered as a powerful tool for estimation of volume change of expansive soils

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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.2010.Yo.N (Browse shelf(Opens below))		Not for loan		01010110053163000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.Ph.D.2010.Yo.N (Browse shelf(Opens below))	53163.CD	Not for loan		01020110053163000

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

Expansive soils cause damages to structures due to swelling or shrinking as a response to change in soil moisture . Expansive soil is one of the most costly natural disasters in the world . This disseration presents an investigation of engineering behavior of expansive soils . Unsaturated soil mechanics theoretical approach is considered as a powerful tool for estimation of volume change of expansive soils

Issued also as CD

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