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Arching action around existing tunnels subjected to surface loads / (Record no. 59438)

MARC details
000 -LEADER
fixed length control field 02008cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223031639.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170115s2016 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.Mo.A
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Moataz Hesham Ali Soliman
245 10 - TITLE STATEMENT
Title Arching action around existing tunnels subjected to surface loads /
Statement of responsibility, etc. Moataz Hesham Ali Soliman ; Supervised Mohamed Ibrahim Amer , Sherif Adel Akl
246 15 - VARYING FORM OF TITLE
Title proper/short title أفعال التقوس حول الأنفاق القائمة المعرضة لأحمال سطحية
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Moataz Hesham Ali Soliman ,
Date of publication, distribution, etc. 2016
300 ## - PHYSICAL DESCRIPTION
Extent 122 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. The main goal of this research is to study the effect of stress redistributions around tunnels. The thesis emphasizes on analyzing the increase in the lining straining actions due to surface loads directly above it. The study is carried out using two-dimensional finite element analyses with plane strain conditions. The finite element program PLAXIS V8.2 is used in the simulations as well as CANDE 2007. Different factors affecting the arching action are considered: method of installation, soil-lining relative stiffness and cover to width/diameter ratio. Moreover, the effect of using different elastoplastic constitutive models on predicting the arching action is considered using two models: Mohr-Coulomb and Drucker-Prager
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Arching,, tunnels, , internal forces
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Stress redistributions
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Surface loads
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Mohamed Ibrahim Amer ,
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.Mo.A 01010110070673000 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.Mo.A 01020110070673000 22.09.2023 CD - Rom 70673.CD