Interaction between hexagonal wire mesh reinforcement and silty sand backfill (Record no. 61953)

MARC details
000 -LEADER
fixed length control field 03772nas a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818143652.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 980904s1998 th uu m rtt 0| a1eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b11723737
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-97-14
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Theera Wongsawanon
245 10 - TITLE STATEMENT
Title Interaction between hexagonal wire mesh reinforcement and silty sand backfill
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1998
300 ## - PHYSICAL DESCRIPTION
Extent 141, A-6, B-2 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-97-14
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. The mechanism governing soil reinforcement interaction has been simplified into two: soil sliding along the interface and pullout of reinforcement from the soil. The pullout tests have been commonly used for the investigation of pullout mechanism. To formulate the pullout resistance, pullout tests were conducted on hexagonal wire mesh embedded in silty sand locally known as Ayutthaya sand. Two types of wire mesh were tested, one is galvanized having a small aperture with dimension of 80 mm x 60 mm while the other is galvanized with additional PVC sleeve having larger aperture with dimension of 100 mm x 80 mm. The tests were conducted under normal pressure ranging from 3.50 to 9.10 t/m2 and pulled at a rate of Imm/min. In addition, the test results from previous investigators related to this study were also used. The results from this study revealed that the failure mechanism of both types of the reinforcement are different depending on the cell size aperture, reinforcement stiffness, reinforcement material, fill material, and vertical normal stress. The total pullout resistance of hexagonal wire mesh reinforcement contains two components, namely: friction and bearing resistance. The bearing resistance is higher than the friction resistance for both types of reinforcement. The applied normal pressure has an influence on both the bearing and friction resistance. The higher the normal pressure, the higher the friction and bearing resistance. Besides, the friction and bearing resistance mobilized on the galvanized wire mesh is greater than the PVC-coated wire mesh due to greater number of longitudinal and transverse member. The proposed analytical method of predicting the pullout-displacement relationship agreed with the test results reasonably well.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil-structure interaction
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Lin, Der Guey,
Relator term Co-chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Shibuya, Satoru,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kohgo, Yuji,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Keidanren Foundation,
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-97-14
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B12818">http://203.159.5.9/ait-thesis/detail.php?q=B12818</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b11723737
b mnait
c x
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240405
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 980904
First date, FD (RLIN) m
-- a
-- x
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
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 : 30050120717573
CREATED CREATED : 1997-07-04
RECORD Id RECORD # : i12091388
LPATRON LPATRON : 1015674
LCHKIN LCHKIN : 2003-02-15
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120717557
CREATED CREATED : 1997-07-04
RECORD Id RECORD # : i1209139x
LPATRON LPATRON : 1015662
LCHKIN LCHKIN : 2003-02-07
RENEWALS # RENEWALS : 0
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160081120
CREATED CREATED : 2016-05-17
RECORD Id RECORD # : i12980456
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
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-- TOT CHKOUT : 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. GE-97-14 30050120717573 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. GE-97-14 30050120717557 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. GE-97-14 30050160081120 18/08/2026 1 18/08/2026 40-Archives
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