Dynamic parameters of cement or lime stabilized soft silty clay from northern egypt as tested by resonant column / Osama Moslem Mhammed Ibrahim ; Supervised Mohamed Ibrahim Amer , Ahmed Karim

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Osama moslem mohammed ibrahim

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Language: Eng Publication details: Cairo : Osama Moslem Mohammed Ibrahim , 2005Description: 127P : ill ; 30cmOther title:

المعاملات الديناميكية لتربة طينية ضعيفة من شمال مصر مثبتة بالاسمنت او الجير و المختبرة فى جهاز عمود الرنين [Added title page title]

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Dissertation note: Thesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering Summary: A series of a free - fixed type of resonant column tests were conducted in torsional mode on natural soft silty clay , stabilized with cement or limeSpecimens were tested for different stabilizer types , stabilizer percentages , and confining pressuresThe influence of confining pressure and stabilizer amount on dynamic shear modulus Gmax and material damping Dmin for natural soil and treated soil were studied at small - shear strain amplitude

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Item type	Current library	Home library	Call number	Copy number	Status	Barcode
Thesis	قاعة الرسائل الجامعية - الدور الاول	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2005.Os.D. (Browse shelf(Opens below))		Not for loan	01010110045214000
CD - Rom	مخـــزن الرســائل الجـــامعية - البدروم	المكتبة المركزبة الجديدة - جامعة القاهرة	Cai01.13.05.M.Sc.2005.Os.D. (Browse shelf(Opens below))	45214.CD	Not for loan	01020110045214000

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

A series of a free - fixed type of resonant column tests were conducted in torsional mode on natural soft silty clay , stabilized with cement or limeSpecimens were tested for different stabilizer types , stabilizer percentages , and confining pressuresThe influence of confining pressure and stabilizer amount on dynamic shear modulus Gmax and material damping Dmin for natural soil and treated soil were studied at small - shear strain amplitude

Issued also as CD

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