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 |