Generalized methods for predicting ground movements due to deep excavation in clayey soil using three dimenstion numerical model / Sayed Salah Hafez ; Supervised Mostafa Abukiefa , Asmaa Modather Hassan
Material type:
TextLanguage: English Publication details: Cairo : Sayed Salah Hafez , 2018Description: 235 P. : charts , facsimiles ; 30cmOther title: - طرق عامة لتقدير الحركة الارضيه نتيجة الحفر العميق في التربة الطينية باستخدام نموذج عددي ثلاثي الأبعاد [Added title page title]
- Issued also as CD
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Thesis
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قاعة الرسائل الجامعية - الدور الاول | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.Ph.D.2018.Sa.G (Browse shelf(Opens below)) | Not for loan | 01010110075851000 | ||
CD - Rom
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مخـــزن الرســائل الجـــامعية - البدروم | المكتبة المركزبة الجديدة - جامعة القاهرة | Cai01.13.05.Ph.D.2018.Sa.G (Browse shelf(Opens below)) | 75851.CD | Not for loan | 01020110075851000 |
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Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
This research used the numerical analysis programs (PLAXIS 3D) to study the effect of wall thickness, strut spacing and stiffness, geometry of excavation, stiffness and strength parameters of soil on the ground deformations. Empirical methods were evaluated to predict the lateral deformation and vertical settlement in 3D behind the wall. The correlations are compared with case histories. Then the correlations for the response of adjacent structures are evaluated. Finally, flow chart for designers that allow the designer to size the wall and supports, given the allowable soil distortion of adjacent structures or predict ground movements, given data about the soil and support system
Issued also as CD
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