Generalized methods for predicting ground movements due to deep excavation in clayey soil using three dimenstion numerical model / (Record no. 67541)

MARC details
000 -LEADER
fixed length control field 02109cam a2200349 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223032045.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 180919s2018 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 Ph.D
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number Cai01.13.05.Ph.D.2018.Sa.G
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Sayed Salah Hafez
245 10 - TITLE STATEMENT
Title Generalized methods for predicting ground movements due to deep excavation in clayey soil using three dimenstion numerical model /
Statement of responsibility, etc. Sayed Salah Hafez ; Supervised Mostafa Abukiefa , Asmaa Modather Hassan
246 15 - VARYING FORM OF TITLE
Title proper/short title طرق عامة لتقدير الحركة الارضيه نتيجة الحفر العميق في التربة الطينية باستخدام نموذج عددي ثلاثي الأبعاد
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Sayed Salah Hafez ,
Date of publication, distribution, etc. 2018
300 ## - PHYSICAL DESCRIPTION
Extent 235 P. :
Other physical details charts , facsimiles ;
Dimensions 30cm
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph.D.) - Cairo University - Faculty of Engineering - Department of Civil Engineering
520 ## - SUMMARY, ETC.
Summary, etc. This research used the numerical analysis programs (PLAXIS 3D) to study the effect of wall thickness, strut spacing and stiffness, geometry of excavation, stiffness and strength parameters of soil on the ground deformations. Empirical methods were evaluated to predict the lateral deformation and vertical settlement in 3D behind the wall. The correlations are compared with case histories. Then the correlations for the response of adjacent structures are evaluated. Finally, flow chart for designers that allow the designer to size the wall and supports, given the allowable soil distortion of adjacent structures or predict ground movements, given data about the soil and support system
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term 3D modeling
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Clayey Soi
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Numerical Analysis
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Asmaa Modather Hassan ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Magdy Mohamed Qorqor,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Mostafa Abukiefa ,
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 Shimaa
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.Ph.D.2018.Sa.G 01010110075851000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.Ph.D.2018.Sa.G 01020110075851000 22.09.2023 CD - Rom 75851.CD
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