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

By: Contributor(s): Material type: TextTextLanguage: 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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  • Issued also as CD
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 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 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

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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