Determination of soil parameters for design of buried flexible pipes in Bangkok clay (Record no. 28057)

MARC details
000 -LEADER
fixed length control field 03455cam|a2200421 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818090430.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 261198s1989 th r 0000|00eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10195300
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-89-13
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Shieh, Shien-jeng
245 10 - TITLE STATEMENT
Title Determination of soil parameters for design of buried flexible pipes in 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. 1989
300 ## - PHYSICAL DESCRIPTION
Extent 92 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-89-13
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirement for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1989
520 ## - SUMMARY, ETC.
Summary, etc. A test section was conducted on a section of an actual buried pipe laying project in Bangkok subsoil . This flexible pipe was installed in a trench excavated with the help of braced sheet pile . The deflection of the pipe and the ground movements were closely monitored to evaluate the effect of overburden and surcharge loads and ground movements on the response of the pipe. It was found that a large ground surface settlement , 2.08%- 4 . 33% of trench depth , developed at the end of the completion of backfilling and sheet pile pulling. The maximum lateral ground movement toward the trench was approximately the same of the maximum settlement. The settlement further increased by 27% to 4396 at the end of the following three weeks while the lateral displacement remained almost unchanged . This large ground movement has great effect on pipe deflection and thus the back calculated value of soil reaction modulus (E') of the backfill from the Iowa formula. The E ' value is in the range of 303 - 976 ksc when backfill to 1.2 m above pipe. The effect of sheet pile pulling on the reduction of E' also observed , its value ranges from 105-214 ksc. At the end of construction, E' is 112 - 462 ksc, which is higher than that suggested by U.S.B.R. guideline. Furthermore, it also show that even voids left after sheet pile pulling did not reduce the E' value drastically as expected probably due to the compensating effect of large inward lateral ground movement .
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Pipe lines
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
General subdivision Thailand
-- Bangkok
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
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
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Ret- Ser Engineering Agency Taipei , Taiwan , R.O.C.,
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-89-13
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18082">http://203.159.5.9/ait-thesis/detail.php?q=B18082</a>
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a 240329
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)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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 : 30050003016291
CREATED CREATED : 1995-10-13
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CREATED CREATED : 1995-10-13
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Barcode Barcode : 30050120309678
CREATED CREATED : 2016-05-24
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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-89-13 30050003016291 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-89-13 30050003016309 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-89-13 30050120309678 18/08/2026 1 18/08/2026 40-Archives
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