000 023810000a22003250004500
003 EG-GICUC
005 20250223025440.0
008 061118s2005 ua a f m 000 0 eng d
040 _aEG-GICUC
_beng
_cEG-GICUC
041 0 _aEng
049 _aDeposite
097 _aPh.D
099 _aCai01.13.05.Ph.D.2005.Sa.E.
100 0 _aSafwat Abd El Fattah Seleem
245 1 0 _aExperimental and numerical comparative study of single and double anchored sheet piles /
_cSafwat Abd El Fattah Seleem ; supervised Hisham Hafez
246 1 5 _aدراسة مقارنة معملية و عددية للستائر اللوحية ذات الاربطة الاحادية و المزدوجة
260 _aCairo :
_bSafwat Abd El Fattah Seleem ,
_c2005
300 _a292P :
_bill , diagrs ;
_c30cm
502 _aThesis (PH.D.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering
520 _aThis dissertation dealt with the behavior of anchored sheet pile exposed to the effect of surcharge loads placed on the surface of fine loose sand at different distances from the wallThe study included experimental work carried out on the two systems of single anchored and double sheet pile wallsBending moments , anchor forces , and wall displacements were measured and a comprehensive comparison between both systems was conductedA numerical analysis was conducted on both systems of single anchored and double anchored sheet piles using the finite element program PLAXISThe experimental results and those of the numerical analysis were put to comparisonA numerical parametric study was conducted on both systems of single anchored and double anchored sheet piles using loose , medium dense , and dense sandThree simplified approaches were assessed for the purpose of designing the double anchored sheet pile exposed to the effect of surcharge loading placed on the backfill surfaceIn these approaches the sheet pile wall is considered as either a statically indeterminate beam or as two statically determinate simply supported beams
530 _aIssued also as CD
653 4 _aExperimental
653 4 _aNumerical comparative study
653 4 _aSingle and double anchored sheet piles
700 0 _aHisham Hafez ,
_esupervisor
856 _uhttp://172.23.153.220/th.pdf
905 _aEnas
_eCataloger
905 _aMustafa
_eRevisor
942 _2ddc
_cTH
999 _c13159
_d13159