Reliability of slope stability analysis using limit equilibrium and finite element / (Record no. 68769)

MARC details
000 -LEADER
fixed length control field 02626cam a2200337 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20250223032124.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 181127s2018 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.No.R
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Noha Ahmed Rabie
245 10 - TITLE STATEMENT
Title Reliability of slope stability analysis using limit equilibrium and finite element /
Statement of responsibility, etc. Noha Ahmed Rabie ; Supervised Ashraf K. Hussien , Sherif A. Akl
246 15 - VARYING FORM OF TITLE
Title proper/short title مدى الثقه فى مسأله إتزان الميول باستخدام طريقه الاتزان و طريقة العناصر المحدده
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Noha Ahmed Rabie ,
Date of publication, distribution, etc. 2018
300 ## - PHYSICAL DESCRIPTION
Extent 184 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. Reliability of safety factor in slope stability problems is a major issue in geotechnical engineering. The research goal is to study the reliability of the factor of safety of a slope stability calculated by LE and FE methods. Simple slope rested on granular soil and cohesive soil with different soil states was studied. A comparison between limit equilibrium using SLIDE software and finite element using PLAXIS 2D was done. Among LE methods, Bishop simplified, Janbu simplified and Morgenstern-Price methods were utilized. Also, three constitutive models for FE analyses were applied. Statistical analysis was performed to predict the coefficient of variation of shear strength parameters. The research indicates that FS alone is misleading and reliability analysis provides a logical framework. Bishop and Morgenstern limit equilibrium methods were almost the same results while using Janbu method gave quite different than the other two methods. Different levels of complexity in soil models produce almost the same values of FS and reliability index. While using simple constitutive model results in a smaller value of PF% than sophisticated one for granular soil. FS calculated using FE method is less than using LE approach results. Accordingly, LE produces results in higher reliability index than (FE). Finally, LE approach is preferable for granular soil
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Reliability
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Slope stability
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Uncertainty
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Ashraf Kamal Hussien ,
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 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.No.R 01010110076450000 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.No.R 01020110076450000 22.09.2023 CD - Rom 76450.CD
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