Rate effect of soft Bangkok clay by means of constant rate of strain consolidometer tests (Record no. 97446)

MARC details
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005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818175450.0
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fixed length control field 011200s2000 th u m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11816648
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-99-17
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Burut Tangthansup
245 10 - TITLE STATEMENT
Title Rate effect of soft Bangkok clay by means of constant rate of strain consolidometer tests
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2000
300 ## - PHYSICAL DESCRIPTION
Extent 144 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-99-17
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
520 ## - SUMMARY, ETC.
Summary, etc. Constant rate of strain consolidation tests with radial drainage condition were conducted to investigate the horizontal consolidation behavior of soft Bangkok clay with emphasis on the strain rate effect. The drainage path is varied to investigate the effect of pore water pressure distribution across the sample. Sixteen (16) CRS tests with 1 cm diameter of center drain were conducted at various strain rates to compare with nine (9) CRS tests with 2 cm diameter of center drain. The pore water pressure distribution across the sample in the CRS tests were measured at two locations. The results show that the pore pressure distribution curves obtained at slow strain rates match well with those obtained from theoretical solution based on Barron's theory. The horizontal coefficients of consolidation and permeability in over-consolidated range are much higher than that in normally consolidated range with abrupt change occurred close to the preconsolidation pressure. The results show that the horizontal coefficients of consolidation and permeability are independent of the strain rate. The results indicated that there is an increase in apparent preconsolidation pressure with increasing strain rate, therefore it was concluded that some secondary compression had occurred during primary consolidation for soft Bangkok clay. In addition, the preconsolidation pressures obtained from 1 cm and 2 cm center drain CRS tests agree well. However, the horizontal coefficients of permeability and consolidation obtained from 1 cm center drain CRS tests are higher slightly than those obtained from 2 cm center drain CRS tests by about 1 to 2 times.
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology 2000
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil consolidation test
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Lin, Der Guey,
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 Balasubramaniam, A.S.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Mahanakorn University of Technology,
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-99-17
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B11780">http://203.159.5.9/ait-thesis/detail.php?q=B11780</a>
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Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 001201
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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l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
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 : 30050120716633
CREATED CREATED : 2014-03-26
RECORD Id RECORD # : i12779969
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Barcode Barcode : 30050120716609
CREATED CREATED : 2014-07-05
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160054044
CREATED CREATED : 2016-05-23
RECORD Id RECORD # : i12984693
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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-99-17 30050120716633 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.GE-99-17 30050120716609 18/08/2026 4 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-99-17 30050160054044 18/08/2026 1 18/08/2026 40-Archives
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