Normal view MARC view ISBD view

Deep strutted wall with soil improvement using discrete piles / (Record no. 60307)

MARC details
000 -LEADER
fixed length control field	01820cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field	EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field	20250223031704.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field	170318s2016 ua o 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.Mu.D
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name	Muhammad Yahya Zakaria Muhammad
245 10 - TITLE STATEMENT
Title	Deep strutted wall with soil improvement using discrete piles /
Statement of responsibility, etc.	Muhammad Yahya Zakaria Muhammad ; Supervised Mohamed Abdallah Elkhouly , Mohamed Yehia Eissa
246 15 - VARYING FORM OF TITLE
Title proper/short title	اتزان حوائط الحفر العميق عن طريق تحسين التربة باستخدام الخوازيق المنفصلة
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc.	Cairo :
Name of publisher, distributor, etc.	Muhammad Yahya Zakaria Muhammad ,
Date of publication, distribution, etc.	2016
300 ## - PHYSICAL DESCRIPTION
Extent	120 P. :
Other physical details	photographs ;
Dimensions	30cm
502 ## - DISSERTATION NOTE
Dissertation note	Thesis (M.Sc.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc.	Discrete piles can be used to increase the passive resistance in front of deep strutted walls. These piles can be installed using different improvement techniques such as deep soil mixing methods or using conventional pile drilling methods. In this research, Three dimensional finite element analyses is used to evaluate the effect of using discrete soil-crete piles on the behavior of deep strutted diaphragm wall. The parametric study includes different aspects of the discrete soil-crete piles including properties and arrangements
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note	Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term	Discrete piles
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term	Improvement
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term	Strutted wall
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name	Mohamed Abdallah Elkhouly ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name	Mohamed Yehia Eissa ,
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	Samia
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.Mu.D	01010110071315000	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.Mu.D	01020110071315000	22.09.2023	CD - Rom	71315.CD

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Deep strutted wall with soil improvement using discrete piles / (Record no. 60307)