Effect of Sand Cushions under Strip and Isolated Footings on the Behavior of Expansive Soils Using Laboratory Model Tests / khaled Darwish Said ; Supervised Ahmed Amr Darrag , Mohamed Magdi Kurkur

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khaled Darwish Said

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Language: Eng Publication details: Cairo : khaled Darwish Said , 2005Description: 132P : charts ; 30cmOther title:

تأثير الوسائد الرملية اسفل القواعد الشريطية والمنفصلة على تصرف التربة الانتفاشية باستخدام النماذج المعملية [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering Summary: Expansive soil is considered a worldwide problem that causes extensive damage to civil engineering structures The problems with foundations on expansive soils have included heaving , cracking and break - up of pavements , building foundations

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Holdings
Item type	Current library	Home library	Call number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2005.Kh.E (Browse shelf(Opens below))	Not for loan	01010110044498000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2005.Kh.E (Browse shelf(Opens below))	Not for loan	01020110044498000

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Previous	Cai01.13.05.M.Sc.2005.He.T. A theoritical investion on the punching shear strength of slab - column connections /	Cai01.13.05.M.Sc.2005.Hi.W. Water aeration using in stream hydraulic structures /	Cai01.13.05.M.Sc.2005.Hi.W. Water aeration using in stream hydraulic structures /	Cai01.13.05.M.Sc.2005.Kh.E Effect of Sand Cushions under Strip and Isolated Footings on the Behavior of Expansive Soils Using Laboratory Model Tests /	Cai01.13.05.M.Sc.2005.Kh.E Effect of Sand Cushions under Strip and Isolated Footings on the Behavior of Expansive Soils Using Laboratory Model Tests /	Cai01.13.05.M.Sc.2005.Kh.N. Nonlinear finite element analysis of reinforced high strength concrete under short term monotonic loading /	Cai01.13.05.M.Sc.2005.Kh.N. Nonlinear finite element analysis of reinforced high strength concrete under short term monotonic loading /	Next

Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering

Expansive soil is considered a worldwide problem that causes extensive damage to civil engineering structures The problems with foundations on expansive soils have included heaving , cracking and break - up of pavements , building foundations

Issued also as CD

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