Three dimensional analysis of single laterally loaded helical piles in cohesionless soil / (Record no. 58675)

MARC details
000 -LEADER
fixed length control field 02537cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031615.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 161119s2016 ua dh f m 000 0 eng d
040 ## - CATALOGING SOURCE
Original cataloging agency EG-GiCUC
Language of cataloging eng
Transcribing agency EG-GiCUC
041 0# - LANGUAGE CODE
Language code of text/sound track or separate title eng
049 ## - LOCAL HOLDINGS (OCLC)
Holding library Deposite
097 ## - Thesis Degree
Thesis Level M.Sc
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number Cai01.13.05.M.Sc.2016.Om.T
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Omar Mohamed Elhamy Anwar
245 10 - TITLE STATEMENT
Title Three dimensional analysis of single laterally loaded helical piles in cohesionless soil /
Statement of responsibility, etc. Omar Mohamed Elhamy Anwar ; Supervised Mostafa A. Abukiefa , Sherif A. Akl
246 15 - VARYING FORM OF TITLE
Title proper/short title التحليل الثلاثـي الأبعاد للخوازيق الحلزونية المفردة المعرضة لأحمال أفقية فى التربة الرملية
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Omar Mohamed Elhamy Anwar ,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 140 ,17 P. :
Other physical details charts , facsimiles ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. Helical piles represent an efficient deep foundation system that has been widely used tosupport variety types of onshore and offshore structures. Predrilling process prior installation alleviates the need for large torque to install high capacity helical piles. This research used three dimensional Finite Element program (Plaxis 3D) to evaluate the performance of vertical single helical pile subjected to lateral loading. A comparison between the numerically predicted response and four lateral load tests were conducted using full-scale helical piles is presented to assess the adequacy of the adopted numerical model. This study presents a simulation for predrilling process of helical piles using two different approaches. The parametric study involved helical piles installed in dry sand. The study aims to highlight the effect of different parameters on lateral capacity of helical piles. Furthermore, the strain wedge zone pattern mobilized around long and short helical piles were also investigated in addition comparisons were performed between the results of p-y curves method and results of the three dimensional finite element analysis for short helical piles
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Helical piles
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Numerical modeling
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Soil structure interaction
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Mostafa Abdelhamed Abukiefa ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Sherif Adel Akl ,
Relator term
856 ## - ELECTRONIC LOCATION AND ACCESS
Uniform Resource Identifier <a href="http://172.23.153.220/th.pdf">http://172.23.153.220/th.pdf</a>
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Nazla
Reviser Revisor
905 ## - LOCAL DATA ELEMENT E, LDE (RLIN)
Cataloger Soheir
Reviser Cataloger
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Source of classification or shelving scheme Dewey Decimal Classification
Koha item type Thesis
Holdings
Source of classification or shelving scheme Not for loan Home library Current library Date acquired Full call number Barcode Date last seen Koha item type Copy number
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة قاعة الرسائل الجامعية - الدور الاول 11.02.2024 Cai01.13.05.M.Sc.2016.Om.T 01010110070359000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2016.Om.T 01020110070359000 22.09.2023 CD - Rom 70359.CD
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