Behaviour of mechanically stabilized embankment on soft Bangkok clay (Record no. 11464)

MARC details
000 -LEADER
fixed length control field 04604cam|a2200433 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817171236.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 261198s1990 th r 0000|00eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10109961
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-89-09
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Hardiyatmo, Hary Christady
245 10 - TITLE STATEMENT
Title Behaviour of mechanically stabilized embankment on soft Bangkok clay
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1990
300 ## - PHYSICAL DESCRIPTION
Extent 156 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-89-09
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
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1990
520 ## - SUMMARY, ETC.
Summary, etc. The study of field behaviour of mechanically stabilized embankment was carried out on a fully instrumented welded wire reinforced embankment constructed on soft clay foundation a t Asian Institute of Technology Campus. Th e reinforced wall consist of vertical welded wire mesh facing on one side, and a sloping, unreinforced opposites ide with the h e ight of 6 meters. Settlement, earth pressure, pore pressure , lateral movement of subsoil and tension in the longitudinal wire reinforcements were monitored during and after the construction. Laboratory and insitu tests of sub soil foundation were carried out. Direct shear tests a nd pullout test s o n the wire mat reinforcements were performed using weathered clay backfill. Comparison between the results of field a nd laboratory pullout tests were analyzed. Direct shear tests were performed to obtain the adhesion factor between weathered clay fill and welded wire reinforcements. The adhesion factor of less than one was obtained. By observing the lateral movements and settlements , it was found that excessive differential settlement caused the wall rotates about the base at vertical face reinforced side. This lead to the development of higher strain in the longitudinal bars. The locus of maximum tensile forces which constitutes a potential failure surface for the welded wire reinfor6ed embankment is close to the COULOMB failure plane. Settlement was analyzed from oedometer and screw plate tests a nd was d one by various methods . A total settlement of 93 c m was observed on the day 228 after construction. Settlement predictions were d o ne by using one dimensional TERZAGHI (19 47 ) , three- dimensional S KEMPTON a nd BJERRUM ( 1 957) , AS AOKA ( 19 78 ) and POULOS a nd DA VI S C 196 8 ) methods . It was found that the predicted settlement higher than that observed. Lateral displacement was analyze d by applying a met h o d suggest e d by TAVENAS et. a l ( 1979) . The calculated lateral displace mentis fairly in agreement with observed. The external and internal stability of reinforced earth wall was analyzed. A factor of safety against bearing ca pa c it y failure of 1. 2 was found, while factor o f safety against t e n s ion failure a nd pullout failure of 2 . 1 and 5 . 5 were obtained , respectively. Analysis of stability us in g results of tri axial unconsolidated - undrained tests and screw plate tests were also carried out. The minimum factor of safety of 1 . 2 was obtained.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
General subdivision Thailand
-- Bangkok
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element US-ASEAN,
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-89-09
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18395">http://203.159.5.9/ait-thesis/detail.php?q=B18395</a>
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998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
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 : 30050003016218
CREATED CREATED : 1995-10-13
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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026   AIT Thesis no.GT-89-09 30050003016218 17/08/2026 1 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026   AIT Thesis no.GT-89-09 30050003016226 17/08/2026 2 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Thesis no.GT-89-09 30050120309710 17/08/2026 1 17/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Thesis no.GT-89-09 30050120927297 17/08/2026 3 17/08/2026 20-AIT Publication
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