Deformation analysis of test embankments at the Muar flat site, Malaysia (Record no. 26289)

MARC details
000 -LEADER
fixed length control field 03756cam a2200433 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818085932.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 231198s1992 th r 0000|00eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10185458
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-91-01
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Loganathan, Nagendran
245 10 - TITLE STATEMENT
Title Deformation analysis of test embankments at the Muar flat site, Malaysia
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1992
300 ## - PHYSICAL DESCRIPTION
Extent 122 p. :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-91-01
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1992
500 ## - GENERAL NOTE
General note A Thesis submitted in partial fulfillment of the requirements for · the degree of Master of Engineering, School of Engineering and Technology
520 ## - SUMMARY, ETC.
Summary, etc. The settlement and the stability are the primary geotechnical considerations involved in the design of an embankment founded on soft clay. This study includes an analysis of settlement characteristics for trial embankments, resting on soft clays, with and without treatment. The Field Deformation Analysis (FDA), a simple concept dealing with lateral and vertical deformation characteristics of soft foundation, is employed to predict the settlement components of an embankment foundation during the loading and the consolidation stage. Immediate, consolidation and creep components of settlement are delineated and quantified during loading and consolidation. These settlement components are then compared with the results obtained from the Finite Element Method (FEM) of analysis. The FEM analysis is performed using CRISP computer program, which bears many soil constitutive models, the modified Cam-clay model inclusive. FEM analysis is also performed to predict the behaviour of an embankment provided with geogrid and vertical drains. The simple approach, achieved by modelling the geogrid using strain compatibility and equilibrium conditions, is found to offer results confinning to and quite in concurrence with the field behaviour. Two different models were studied to incorporate 3-D axisymetric behaviourofdrains into 2-D plane strain condition in theembankment analysis.Basedon comparison studies made with field measurements, an appropriate vertical model is recommended for plane strain analysis. Finally, a simple design chart for embankment constructions, based on the results obtained from the analysis of untreated embankments, is presented. A simple computer programme based on the above mentioned chart is also prepared.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Embankments
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Deformations (Mechanics)
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Honjo, Yusuke,
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tian Ho Seah,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Government of Switzerland,
Relator term Scholarship donor
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology.
Title of a work Thesis ;
Volume/sequential designation no. GT-91-01
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B16551">http://203.159.5.9/ait-thesis/detail.php?q=B16551</a>
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a .b10185458
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240411
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- s
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050003017273
CREATED CREATED : 1995-10-13
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120712137
CREATED CREATED : 1995-10-13
RECORD Id RECORD # : i10221487
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Barcode Barcode : 30050120309165
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. GT-91-01 30050003017273 18/08/2026 1 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. GT-91-01 30050120712137 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no. GT-91-01 30050120309165 18/08/2026 1 18/08/2026 40-Archives
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