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Stone columns and pvds modeling techniques with emphasis on load transfer and consolidation behavior / (Record no. 83320)

MARC details
000 -LEADER
fixed length control field 02360cam a2200313 a 4500
003 - CONTROL NUMBER IDENTIFIER
control field EG-GiCUC
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 211127s2021 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.2021.Ah.S
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Ahmed Mohamed Omar Mohamed
245 10 - TITLE STATEMENT
Title Stone columns and pvds modeling techniques with emphasis on load transfer and consolidation behavior /
Statement of responsibility, etc. Ahmed Mohamed Omar Mohamed ; Supervised Mohamed Abdallah Elkholy , Shehab Sherif Wissa
246 15 - VARYING FORM OF TITLE
Title proper/short title طرق نمذجة الأعمدة الحجرية والمصارف الرأسية سابقة التجهيز مع التركيز على انتقال الاحمال وسلوك التدعيم
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Cairo :
Name of publisher, distributor, etc. Ahmed Mohamed Omar Mohamed ,
Date of publication, distribution, etc. 2021
300 ## - PHYSICAL DESCRIPTION
Extent 118 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. This research aims to study soil improvement techniques in soft soil, mainly by using stiffer elements like stone columns or drained elements like sand drains and prefabricated vertical drains (PVDs). At first, modeling techniques were discussed by using Plaxis 3-D and compared with Plaxis 2-D in order to investigate the most probable modeling technique.Then a case study was represented of an embankment constructed upon soft clay stratum in Finland to study the behavior of soft layers under unimproved and improved PVD sections. After modeling verification, which numerical results matched field observations, verified models were used as a parametric study to model stone columns, and sand drains with different diameters in order to compare the rate of consolidation, final settlement, and the relation between axial stiffness ratio with load transfer to split up between stiffer and drainage elements. Finally, design charts have been made to connect the axial stiffness ratio with global safety and settlement improvement factors
530 ## - ADDITIONAL PHYSICAL FORM AVAILABLE NOTE
Additional physical form available note Issued also as CD
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Prefabricated vertical drains (PVDs)
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Soft clay
653 #4 - INDEX TERM--UNCONTROLLED
Uncontrolled term Stone columns
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Mohamed Abdallah Elkholy ,
Relator term
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Shehab Sherif Wissa ,
Relator term
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.M.Sc.2021.Ah.S 01010110084848000 22.09.2023 Thesis  
Dewey Decimal Classification   المكتبة المركزبة الجديدة - جامعة القاهرة مخـــزن الرســائل الجـــامعية - البدروم 11.02.2024 Cai01.13.05.M.Sc.2021.Ah.S 01020110084848000 22.09.2023 CD - Rom 84848.CD