000 02421cam a2200337 a 4500
003 EG-GiCUC
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008 170604s2016 ua dh f m 000 0 eng d
040 _aEG-GiCUC
_beng
_cEG-GiCUC
041 0 _aeng
049 _aDeposite
097 _aM.Sc
099 _aCai01.13.05.M.Sc.2016.Es.S
100 0 _aEsraa Ahmed Elsherbini
245 1 0 _aStatic and dynamic properties of cohesionless soil-New Suez Canal Area-Ismailia-Egypt /
_cEsraa Ahmed Elsherbini ; Supervised Manal A. Salem , Ahmed M. Karim
246 1 5 _aالخواص الاستاتيكية و الديناميكية الخاصة بالتربة الغير متماسكة - منطقة قناة السويس الجديدة - الاسماعيلية - مصر
260 _aCairo :
_bEsraa Ahmed Elsherbini ,
_c2016
300 _a168 P. :
_bcharts , facsimiles ;
_c30cm
502 _aThesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 _aNew developments and future projects in unexplored areas in the Suez Canal region have disclosed the shortage of data required in engineering practice for analysis of problems involving soil exposed to both static and dynamic loading. The main focus of this research is to study static and dynamic properties of the siliceous sand located at the New Suez Canal area (sarabiom region), Ismailia governorate in Egypt to provide part of the needed information for the upcoming developments in this area. Static properties were determined using CD and CU triaxial tests. Resonant were conducted to determine small strain dynamic properties; and finally, cyclic triaxial tests were conducted to determine large strain dynamic properties. The effects of effective confining pressure and relative density on the static and dynamic properties were studied. A comparison was conducted between the tested sand and other sands reported in literature. In general, data obtained in this research matched well with data reported in the literature for similar soil types and testing conditions
530 _aIssued also as CD
653 4 _aCyclic triaxial loading
653 4 _aDynamic properties
653 4 _aNew suez canal
700 0 _aAhmed M. Karim ,
_eSupervisor
700 0 _aManal A. Salem ,
_eSupervisor
856 _uhttp://172.23.153.220/th.pdf
905 _aNazla
_eRevisor
905 _aSamia
_eCataloger
942 _2ddc
_cTH
999 _c61069
_d61069