Uses of mini-piles and micro-piles in foundation works (Record no. 125843)

MARC details
000 -LEADER
fixed length control field 03642c0s|a2200469 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260819085919.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 070699s1982 th uu m rtt eng
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 070699s1982 th uu m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10759748
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-81-02
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Chartri Asavaratanaporn
245 10 - TITLE STATEMENT
Title Uses of mini-piles and micro-piles in foundation works
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1982
300 ## - PHYSICAL DESCRIPTION
Extent 131 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-81-02
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, 1982
520 ## - SUMMARY, ETC.
Summary, etc. This thesis deal with (1) constructions oi micro piles in Dot h 11on-displac went and displacement methods (2) load testing the construct d piles to see the behavior of these pile (3) comparison of the actual behavior with the predicted behavior determined by the conventional method. Four micro piles were constructed for testing purposes. All of the piles had the same diameter of 100 mm. Two of them of 17.50 m. length were constructed by the non-displacement method. The other two of 13.85 and 15.00 m. length were constructed by the displacement method. In both methods, one was constructed by the displacement method. In both methods, one was grouted only in the FIRST step, the other was grouted both in the FIRST and SECOND steps. The slow maintained loading tests were carried out after 21 days of pile installing. All piles were tested to failure. From the load test results, it showed that the behavior of the micro piles constructed either by the non-displacement or by the displacement method gave the same results. From the load-settlement relationship, the SECOND step grouting micro piles showed that the pile failed by the yielding of the micro pile tube itself. If the micro pile tube was strong enough to carry the higher load, the failure load would be higher than the actual one. For this reason, the bearing capacity of the micro pile could be improved by the SECOND step grouting.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Piling (Civil engineering)
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Foundations
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Prinzl, Frediric,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Co-Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Tomiolo, A.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Ohta, Hideki,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element KING's Scholarship, Thai Government.,
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-81-02
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B21213">http://203.159.5.9/ait-thesis/detail.php?q=B21213</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10759748
b mnait
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 250606
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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-- s
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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 : 30050003010203
CREATED CREATED : 1995-10-16
RECORD Id RECORD # : i10974271
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050003010211
CREATED CREATED : 1995-10-16
RECORD Id RECORD # : i10974283
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160070388
CREATED CREATED : 2016-05-17
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Barcode Barcode : 30050120934343
CREATED CREATED : 2019-09-12
RECORD Id RECORD # : i13238127
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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 Cost, normal purchase price
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 19/08/2026   AIT Thesis no.GT-81-02 30050003010203 19/08/2026 1 19/08/2026 20-AIT Publication  
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 19/08/2026   AIT Thesis no.GT-81-02 30050003010211 19/08/2026 2 19/08/2026 20-AIT Publication  
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 19/08/2026   AIT Thesis no.GT-81-02 30050160070388 19/08/2026 1 19/08/2026 40-Archives  
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 19/08/2026   AIT Thesis no.GT-81-02 30050120934343 19/08/2026 3 19/08/2026 20-AIT Publication 50.00
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