Performance of full scale embankment with hexagonal wire mesh reinforcement and gabion facing (Record no. 86818)

MARC details
000 -LEADER
fixed length control field 03540nas a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818171613.0
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 .b11723701
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-97-11
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Somkiat Khwanpruk
245 10 - TITLE STATEMENT
Title Performance of full scale embankment with hexagonal wire mesh reinforcement and gabion facing
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 121 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-97-11
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. This study are focus on field behavior of mechanically stabilized embankment which was carried out on a fully instrumented hexagonal wire mesh reinforcement constructed on soft clay foundation at Asian Institute of Technology campus. The reinforced wall consist of 80 degree gabion cages facing on one side and a sloping umeinforced opposite side with the total height of 5.71 meters. Settlements, pore pressure, lateral movement of subsoil were monitored during and after construction. Laboratory and in-situ test of subsoil foundation were carried out. By observing the lateral movements and settlements. It was observed that the maximum settlement of 0.350 m for 200 days after construction while the settlement prediction by using one-dimensional (Terzaghi, 1947), three-dimensional (Skempton and Bjerrum, 1957), the method proposed by Asaoka (1978) and the water content method (Bergado et al, 1995) were found to be higher than observations which are 579 mm, 522 mm, 448 mm and 576 mm, respectively. The degree of consolidation of the foundation subsoil is 78% at 200 days after construction. The maximum lateral movement was 0.15 m for 200 days after construction that was occurred in foundation soil at 3 to 4 m depth. The maximum excess pore water pressure for both type of hexagonal wire mesh area occur 2.7 and 3.3 t/m 2 at 3 m and 6 m depth, respectively, for 7 days after construction. The external stability was analyzed namely ove1turning, horizontal sliding and bearing capacity. The factor of safety for those stability are 25, 5.6 and 1.2, respectively.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil stabilization
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Embankments
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Lin, Der Guey,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Royal 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. GE-97-11
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B12815">http://203.159.5.9/ait-thesis/detail.php?q=B12815</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b11723701
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 : 30050120717623
CREATED CREATED : 1997-07-04
RECORD Id RECORD # : i12091327
LPATRON LPATRON : 1014201
LCHKIN LCHKIN : 2001-10-18
RENEWALS # RENEWALS : 0
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-- IUSE3 : 0
-- TOT CHKOUT : 12
-- TOT RENEW : 9
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120717607
CREATED CREATED : 1997-07-04
RECORD Id RECORD # : i12091339
LPATRON LPATRON : 1017208
LCHKIN LCHKIN : 2005-10-06
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 7
-- TOT RENEW : 6
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160081096
CREATED CREATED : 2016-05-17
RECORD Id RECORD # : i12980420
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
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-97-11 30050120717623 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-97-11 30050120717607 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-97-11 30050160081096 18/08/2026 1 18/08/2026 40-Archives
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