Curing time dependent properties of cement treated Bangkok clay (Record no. 25013)

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fixed length control field 03970nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818085616.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b11632732
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-96-31
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Soe Moe Kyaw Win
245 10 - TITLE STATEMENT
Title Curing time dependent properties of cement treated Bangkok clay
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1997
300 ## - PHYSICAL DESCRIPTION
Extent 132 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-96-31
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Sc.) - Asian Institute of Technology, 1997
520 ## - SUMMARY, ETC.
Summary, etc. The strength and deformation characteristics and the time dependent behaviour of the cement treated Bangkok clay were studied through comprehensive series of unconfined compression and oedometer tests. The base clay used were lightly overconsolidated soft Bangkok clay, at a depth of 3 to 4 m from AIT campus. Type I Portland cement powder was used to stabilize the soft clay and cement content of 150 and 200 kg/m3 were used. Both dry and slurry mixing were used for Unconfined Compression Test and Oedometer Tests. For Unconfined Compression Tests, curing period of 3, 7, 14, 28, 60, 90 and 120 days, w/c ratio of 0.5, 0.6, 0.8, 1.0, 1.2 were used. For oedometer tests, curing period of 7, 28, 60 and 90 days with w/c ratio of 1.0 were used. The unconfined compressive strength of cement treated sam~les were found to increase with curing time. For dry mixing, cement content of 150 kg/m could be regarded as an optimum cement content for long term curing period. Strength increment of sluny mixed samples reduce with increase in w/c ratio. Oedometer tests revealed that the cement treatment caused substantial improvement of consolidation properties, apparent preconsolidation pressure, reduction of compression index (Cc), increase the value of coefficient of consolidation (Cv)·. Coefficient of permeability of cement treated soil is smaller than the untreated soil, and hence it is not suitable as material for vertical drain. As compared with previous research from AIT, laborato1y studies on the use of various additive to soft Bangkok clay indicated that cement is the most superior additive in achieving higher strength within the optimum specific time of curing.The improved strength of treated samples are dependent on strength and physical prope1ties of untreated clay, mixing method, sample preparation, sample curing method, curing time, w/c ratio and cement content. Unconfined compressive strength of treated samples from the same location can differ a lot depending on sample preparation and curing method
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil stabilization
General subdivision Thailand
-- Bangkok
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kohgo, Yuji,
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-96-31
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B14266">http://203.159.5.9/ait-thesis/detail.php?q=B14266</a>
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a .b11632732
b mnait
c y
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240402
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 970903
First date, FD (RLIN) m
-- a
-- y
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
u v.30050160081542
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 : 30050120718019
CREATED CREATED : 1996-06-04
RECORD Id RECORD # : i11995798
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120717987
CREATED CREATED : 1996-06-04
RECORD Id RECORD # : i11995804
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LCHKIN LCHKIN : 2020-02-11
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Barcode Barcode : -
CREATED CREATED : 2016-05-16
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type Public note
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. GE-96-31 30050120718019 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   AIT Thesis no. GE-96-31 30050120717987 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-96-31   18/08/2026 1 18/08/2026 40-Archives 3.00502E+13
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