Pile capacity in Bangkok subsoils (Record no. 87989)

MARC details
000 -LEADER
fixed length control field 03393cam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818171916.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191198s1994 th r 0000|0 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10502324
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-93-12
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Anan Wangchingchai
245 10 - TITLE STATEMENT
Title Pile capacity in Bangkok subsoils
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1994
300 ## - PHYSICAL DESCRIPTION
Extent 191 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-93-12
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology
520 ## - SUMMARY, ETC.
Summary, etc. A lot more pile load test results on Bangkok subsoils have recently been available following a rapidly development of big-rise buildings in the recent past. An attempt was made in this study to review and update parameters to be used in the static limit equilibrium analysis based on this new set of data and those used for previous work. Screening was made on the data set used in previous study data which did not have tests be carried out to the ultimate load or did not have tests be carried out to the ultimate load or did not have proper subsoils data were screened out.. Data The data are classified into 3 groups: (i) instrumented bored piles, (ii) driven piles, bored piles, and auger press piles, and (iii) non-pollution piles, steel-H piles, and steel pipe piles. They were analyzed with respect to capacity and settlement characteristics. For bored piles, adhesion factors were proposed and earth pressure coefficient Kg was closed to 1.1 K0 and 0.73 K0 for the 1st sand layer and the 2nd sand layer respectively where Ko is earth pressure coefficient at lest. When only load-settlement curves were available, trial-and-error method was introduced and showed improper results. Base grouting on bored pile increase in both end bearing capacity and skin :friction capacity. Improvement of skin friction of non-pollution piles is obviously seen. Skin friction of steel piles coincides the design curve proposed by TOMLINSON (1969). Plots of normalized load-settlement at failure have a remarkable trend.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Piling (Civil engineering)
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Sugimoto, M.,
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 Airport Authority of Thailand,
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-93-12
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B15926">http://203.159.5.9/ait-thesis/detail.php?q=B15926</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)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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 : 30050120708994
CREATED CREATED : 1995-10-15
RECORD Id RECORD # : i10629919
LPATRON LPATRON : 1025443
LCHKIN LCHKIN : 2015-10-10
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120708929
CREATED CREATED : 1995-10-15
RECORD Id RECORD # : i10629920
LPATRON LPATRON : 1014538
LCHKIN LCHKIN : 2013-05-07
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120308225
CREATED CREATED : 2016-05-26
RECORD Id RECORD # : i1299523x
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
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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-93-12 30050120708994 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-93-12 30050120708929 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-93-12 30050120308225 18/08/2026 1 18/08/2026 40-Archives
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