| 000 | 027450000a22003610004500 | ||
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| 003 | EG-GICUC | ||
| 005 | 20250223030837.0 | ||
| 008 | 060917s2005 ua a f m 000 0 eng d | ||
| 040 |
_aEG-GICUC _beng _cEG-GICUC |
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| 041 | 0 | _aEng | |
| 049 | _aDeposite | ||
| 097 | _aM.Sc | ||
| 099 | _aCai01.13.05.M.Sc.2005.Mo.B. | ||
| 100 | 0 | _aMohamed Masoud Omer Al Deeb | |
| 245 | 1 | 0 |
_aBehavior of laterally loaded step tapered bored piles in calcareous cemented sand / _cMohamed Masoud Omer Al Deeb ; supervised Ahmed Amr Darrag , Nabil Fathy Ismael , Ashraf Kamal Hussein |
| 246 | 1 | 5 | _aسلوك الخوازيق متغيرة القطر المنفذة بالتفريغ والمعرضة لاحمال جانبية فى التربة الرملية الجيرية المتماسكة |
| 260 |
_aCairo : _bMohamed Masoud Omer Al Deeb , _c2005 |
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| 300 |
_a103P : _bill ; _c30cm |
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| 502 | _aThesis (M.Sc.) - Cairo University - Faculty Of Engineering - Department Of Civil Engineering | ||
| 520 | _aThe behavior of laterally loaded step tapered bored piles in calcareous cemented sand is studiedEffect of enlarged length on ultimate lateral capacity and deflection at pile head is investigatedTen lateral load tests on straight and step tapered bored piles were carried out at a site in KuwaitThe straight piles were 02 m and 03 m in diameterThe step tapered piles are 03 m in diameter along the upper 10 segment changing to 02 m for the lower sectionThe test results are compared with analytical predictions via linear and nonlinear approachesThis study shows that use of step tapered piles is highly efficient in design against lateral loadsEnlarging the upper pile section beyond a length of about 7 times the larger diameter (40of its length) has little effect on increasing the ultimate lateral capacityPile head deflection decreases substantially as the pile is strengthened over the upper length of 3 times or more the larger diameterLinear subgrade reaction theory gives predications which are not in agreement with the nonlinear pile response , whereas nonlinear analysis based on p - y curves employing the measured soil strength parameters yields load - deflection response close to measurementsA significant zone of bending moments is evident in the upper segment of ten times the larger diameter | ||
| 530 | _aIssued also as CD | ||
| 653 | 4 | _aBehavior | |
| 653 | 4 | _aCalcareous cemented sand | |
| 653 | 4 | _aLaterally loaded | |
| 653 | 4 | _aStepTapered | |
| 700 | 0 |
_aAhmed Amr Darrag , _esupervisor |
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| 700 | 0 |
_aAshraf Kamal Hussein , _esupervisor |
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| 700 | 0 |
_aNabil Fathy Ismael , _esupervisor |
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| 856 | _uhttp://172.23.153.220/th.pdf | ||
| 905 |
_aEnas _eCataloger |
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| 905 |
_aMustafa _eRevisor |
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| 942 |
_2ddc _cTH |
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| 999 |
_c43110 _d43110 |
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