3-D analysis of cut slopes in soft soil reinforced with soil-cement columns (Record no. 40)

MARC details
000 -LEADER
fixed length control field 03183nas a2200433 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817161127.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 090530s2008 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12056583
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-07-01
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Thanyakorn Unphanvas
245 10 - TITLE STATEMENT
Title 3-D analysis of cut slopes in soft soil reinforced with soil-cement columns
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. 2008
300 ## - PHYSICAL DESCRIPTION
Extent 170 p. :
Other physical details ill. +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-07-01
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science in Geotechnical and Geoenvironmental Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2007
520 ## - SUMMARY, ETC.
Summary, etc. This study focuses on the comparison of the SCC's responses analyzed by 2D FEM and 3D FEM. Initially, the simulations of excavation problem, such as cut slope reinforced with SCCs, is performed with the variation of SCC's length, spacing and arrangement. The SCC's responses in term of horizontal displacement, bending moment and shear force are plotted for comparison between 2D and 3D analysis. The results show that 3D analysis gives the amounts of SCC's responses higher than those of 2D analysis. This is because stresses higher concentrate on 3D pile section than on 2D plane strain wall that stresses are averaged along longitudinal direction. Finally, the Suwanabhumi Canal case study where the SCCs are used to improve the stability of the slope, is simulated by both 2D and 3D FEM. Instumentation was performed in this project and the results are plotted and compared with the FEM results. Good agreement are found in the comparisons. The amounts and shape of horizontal displacement curves from both 2D and 3D FEM is in the vicinity of those from the monitoring data
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil-cement construction
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay soils
Geographic subdivision Thailand
-- Bangkok
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Columns, Concrete
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Park, Kyung Ho,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Attasit Sawatparnich,
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Aye, Zaw Zaw,
Relator term Examination committee
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-07-01
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B02963 ">http://203.159.5.9/ait-thesis/detail.php?q=B02963 </a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12056583
b mnait
c u
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240329
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 090530
First date, FD (RLIN) m
-- a
-- u
-- 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 : 30050120740484
CREATED CREATED : 2009-05-30
RECORD Id RECORD # : i12605475
LPATRON LPATRON : 1030193
LCHKIN LCHKIN : 2020-09-27
RENEWALS # RENEWALS : 0
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-- IUSE3 : 2
-- TOT CHKOUT : 1
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120740492
CREATED CREATED : 2009-05-30
RECORD Id RECORD # : i12605487
LPATRON LPATRON : 1030128
LCHKIN LCHKIN : 2020-11-08
RENEWALS # RENEWALS : 0
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-- IUSE3 : 1
-- TOT CHKOUT : 5
-- TOT RENEW : 5
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160066303
CREATED CREATED : 2016-05-30
RECORD Id RECORD # : i1300430x
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 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-07-01 30050120740484 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-07-01 30050120740492 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-07-01 30050160066303 17/08/2026 1 17/08/2026 40-Archives
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