Extension behavior of soft Bangkok clay with selected applied stress paths (Record no. 42597)

MARC details
000 -LEADER
fixed length control field 03748nas|a2200397 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818113212.0
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 .b11764971
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-98-27
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Navaneethan, Thiruchelvam
245 10 - TITLE STATEMENT
Title Extension behavior of soft Bangkok clay with selected applied stress paths
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 126 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-98-27
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, 1999
520 ## - SUMMARY, ETC.
Summary, etc. The stress-strain behavior of soft Bangkok clay within the State Boundary Surface has been studied in details under extension loading conditions by carrying out series of tests, fifteen overconsolidated and a normally consolidated, which were isontropic consolidated samples. All overconsolidated specimens were performed under different applied stress paths with the same OCR of 2. 7 5. Initial pre-shear void ratios were within a narrow band of 1.82 to 1.91. Consolidation and Swelling parameters 'A and K values are 0.53 and 0.098, respectively. The M value corresponding to the peak deviator stress and peak stress ratio conditions is 0.96. The volumetric yield locus, the Hvorslev Surface and the tension failure line are evaluated and plotted in (p, q) plot. In the (pipe, qlpe) plot, the failure points trend to cluster around the Critical State point. The contours of strain within the State Boundary Surface are presented and discussed. Based on the total and plastic strains, the contours of strain can be presented in the normalized (pipe, qlpe) plot. From the total volumetric strain contours plot, the area within the State Boundary Surface can be divided into two zones. The volumetric strain in Zone I is positive whereas the volumetric strain is negative in Zone II. The region within the State Boundary Surface is divided into three zones based on the plastic volumetric yielding. In Zone I, the plastic volumetric strain is purely elastic and is closed to the isontropic axis. This behavior supports the elastic wall concept of Cambridge group. In the Zone II on the wet side, compressive plastic volumetric strains take place, whereas in Zone III dilational plastic volumetric strains occur. Stress circles and corresponding strain contours also plotted. Finally, experimental results were compared with predictions of Pender's Model (Pender, 1978). It was found that the model provides reasonably good prediction within the State Boundary Surface.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
General subdivision Thailand
Geographic subdivision Bangkok
General subdivision Testing
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tian Ho Seah,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Der Guey, Lin,
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Otsu, Hiroyasu,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian Institute of Technology Partial Scholarship,
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-98-27
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B12534">http://203.159.5.9/ait-thesis/detail.php?q=B12534</a>
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a 240420
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 991111
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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 : 30050120716856
CREATED CREATED : 2014-03-31
RECORD Id RECORD # : i12783869
LPATRON LPATRON : 1015570
LCHKIN LCHKIN : 2017-05-01
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160080841
CREATED CREATED : 2016-05-17
RECORD Id RECORD # : i12980031
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.GE-98-27 30050120716856 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.GE-98-27 30050160080841 18/08/2026 1 18/08/2026 40-Archives
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