Finite element analysis of soft ground improved by prefabicated vertical drains (Record no. 44858)

MARC details
000 -LEADER
fixed length control field 04038nas|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818113850.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191199s1999 th uu m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11765008
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-98-22
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Kim, Han Ki
245 10 - TITLE STATEMENT
Title Finite element analysis of soft ground improved by prefabicated vertical drains
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1999
300 ## - PHYSICAL DESCRIPTION
Extent 105 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-98-22
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, 1999
520 ## - SUMMARY, ETC.
Summary, etc. This study performed a detailed investigation on FEM analysis of unit cells and full scale PVD (Prefabricated Vertical Drain) improved ground with embankment surcharge loading. Interface element was introduced to simulate ve1tical drain with finite permeability to take well resistance into consideration. Based on equivalent discharge rate under confined flow condition, an equivalent horizontal permeability was determined to consider smear effect. Fmthermore, FEM analysis incorporated with the proposed matching schemes were performed on axisymmetric unit cell. The numerical results were compared with the theoretical solutions from Zeng (1988). Excellent agreements are found in comparisons. Consequently, the effectiveness of the proposed matching schemes is identified. A series of parametric studies based on the proposed matching scheme, were performed for two layered unit cell and the evaluation of well resistance. The numerical results of two layered unit cell were compared with the theoretical solutions from Onoue (1988). Excellent agreements further identify the applicability of the proposed matching schemes to the multi-layered ground improved by PVD. However, according to the numerical results, the well resistance factor proposed by Hansbo (1979) overestimates the well resistance of vertical drain with shorter installation length. In addition, the proposed matching schemes were employed to convert actual radial flow to two-dimensional plane strain flow based on the equivalent average degree of consolidation and discharge capacity of vertical drain. Well resistance is automatically considered by interface elements, which possesses equivalent discharge capacity to vertical drain in axisymmetric case. Meanwhile, the smear effect proposed by Hird et. al (1992) was also included in the analysis. Eventually, the proposed matching schemes were applied to full scale PVD improved ground with embankment surcharge loading. The evaluation of well resistance was carried out in term of consolidation rate. The numerical results show that significant well resistance existed during consolidation process in the full scale test embankment.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Finite element method
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil consolidation
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Der Guey, Lin,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Examination Committee
810 2# - SERIES ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Thesis ;
Volume/sequential designation no. GE-98-22
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B12520">http://203.159.5.9/ait-thesis/detail.php?q=B12520</a>
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a 240420
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 991119
First date, FD (RLIN) m
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-- y
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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
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 : 30050120717128
CREATED CREATED : 1998-06-22
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Barcode Barcode : 30050120717102
CREATED CREATED : 1998-06-22
RECORD Id RECORD # : i12163831
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LCHKIN LCHKIN : 2006-05-11
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160080809
CREATED CREATED : 2016-05-17
RECORD Id RECORD # : i1297996x
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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 18/08/2026 50.00   AIT Thesis no. GE-98-22 30050120717128 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 50.00   AIT Thesis no. GE-98-22 30050120717102 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-98-22 30050160080809 18/08/2026 1 18/08/2026 40-Archives
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