Application of piled-raft foundation for high rise buildings on Bangkok subsoils (Record no. 6751)

MARC details
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fixed length control field 03556nas a2200433 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162929.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 170918s2015 th uu m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12191292
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-14-08
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Krit Jarusarn
245 10 - TITLE STATEMENT
Title Application of piled-raft foundation for high rise buildings on Bangkok subsoils
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2015
300 ## - PHYSICAL DESCRIPTION
Extent 94 leaves :
Other physical details ill. (some col.) +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-14-08
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering inGeotechnical and Earth Resources Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Eng.) - Asian Institute of Technology, 2014
520 ## - SUMMARY, ETC.
Summary, etc. An in-depth investigation on design and performance of piled-raft foundation for high rise buildings in Bangkok subsoils was made with an aid of 3D finite element analysis which is meaning to model this complex soil structure interaction problem. The work involved conducting a series of analysis with a purpose of optimization of the design using the case earlier investigated in Amornfa K. (2012){u201F}s dissertation. It was lead that reduction in number of piles and rearrange the pile positions underneath the raft can help improve the settlement profile of the foundation without scarifying safety of the raft. However, the unit effective approach is using variable length of pile corresponding to column load distribution.The analysis of undrained and drained revealed that theraft with pile tips in stiff clay layer would yield higher settlement of the raft in long term than the case of tip in sand layer but magnitude of settlement was still acceptable level. An analysis of the second case of high rise building allows an investigation of effective stiffness of each pile underneath the raft showed that it varied from one location to another. The influence factor of stiffness of piles is governed by the interaction between pile, raft and soil as well as pattern and location of column load
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tall buildings
General subdivision Design and construction
Geographic subdivision Thailand
-- Bangkok
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Subsoils
Geographic 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 Pham, Huy Giao,
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 Thailand (HM King),
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. GE-14-08
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B03064">http://203.159.5.9/ait-thesis/detail.php?q=B03064</a>
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a 240418
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 170918
First date, FD (RLIN) m
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962 ## -
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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 : 30050120517619
CREATED CREATED : 2017-09-18
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Barcode Barcode : 30050120876312
CREATED CREATED : 2019-09-07
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price 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 17/08/2026 50.00   AIT Thesis no.GE-14-08 30050120517619 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 50.00   AIT Thesis no.GE-14-08 30050120517585 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.GE-14-08 30050120876312 17/08/2026 1 17/08/2026 40-Archives
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