Behavior of smeared zone and performance of PVD improvement under vacuum preloading on soft Bangkok clay (Record no. 11379)

MARC details
000 -LEADER
fixed length control field 03820nas a2200397 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817171222.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 090903s2009 th uu|m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12066904
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-08-02
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Le Gia Lam
245 10 - TITLE STATEMENT
Title Behavior of smeared zone and performance of PVD improvement under vacuum preloading on soft Bangkok clay
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. 2009
300 ## - PHYSICAL DESCRIPTION
Extent 1 online resource (133 p.) :
Other physical details ill. +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-08-02
500 ## - GENERAL NOTE
General note A thesis proposal submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Geotechnical and Geoenvironmental Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2009
520 ## - SUMMARY, ETC.
Summary, etc. This study presents the analytical and finite element simulations of reconstituted soil sample and natural ground improved with PVD only and combining PVD with vacuum and surcharge preloading. In the laboratory, large scale consolidometer tests of reconstituted Bangkok samples with size of 0.45 m in diameter and 0.78 m in height under surcharge and combining vacuum and surcharge were carried out. In case of PVD only, a surcharge of 100kPa was applied. The results showed that the settlements reached 91 % degree of consolidation corresponding to 113.9 mm within period of 47 days. In addition, in case of combining vacuum of -50 kPa and surcharge of 50 kPa, the result revealed that the measured settlement was 114.8 mm corresponding to 90% degree of consolidation within 42 days. In the field condition, two cases of PVD only improvement with embankment pre loading and two cases of PVD consolidation under combining embankment and vacuum preloading in Second Bangkok International Airport Project were considered. In case of improvement with embankment preloading only, PVDs were installed in square pattern with spacing of 1m and 10m in depth. Embankment was constructed up to 3.8m height and divided into 3 stages. Observed settlements of 1.434m and 1.447m were recorded with 369 days of consolidation at two locations. In the vacuum PVD improvement, combining the embankment height of 2.8m and vacuum pressure of -60kPa preloading were utilized. The PVDs were installed in triangular pattern with spacing of 0.85 m and depth of 10m. Observations showed that the settlements of 1.273m and 1.336m were obtained with 116days of consolidation. FEM simulations and back calculations revealed that PVD improvement with vacuum preloading is faster than that of normal PVD in the laboratory and field conditions due to the reduced effect of smeared zone and increased coefficient of consolidation during vacuum preloading
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Vertical drains
Geographic subdivision Thailand
-- Bangkok
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
Geographic subdivision Thailand
-- Bangkok
General subdivision Analysis
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Park, Kyung Ho,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Pham, Huy Giao,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Netherlands 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-08-02
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B02982 ">http://203.159.5.9/ait-thesis/detail.php?q=B02982 </a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b12066904
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) 090903
First date, FD (RLIN) m
-- a
-- u
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120740138
CREATED CREATED : 2014-03-26
RECORD Id RECORD # : i12780455
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LCHKIN LCHKIN : -
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160066105
CREATED CREATED : 2016-05-27
RECORD Id RECORD # : i13002028
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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-08-02 30050120740138 17/08/2026 3 17/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no.GE-08-02 30050160066105 17/08/2026 1 17/08/2026 40-Archives
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