Effects of fly ash with lime and cement additives on the engineering behaviour of soft Bangkok clay (Record no. 35123)

MARC details
000 -LEADER
fixed length control field 04300cam|a2200445 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818095238.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 261198s1990 th r 0000|00eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10230300
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-89-16
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Khan, Muhammad Jahangir
245 10 - TITLE STATEMENT
Title Effects of fly ash with lime and cement additives on the engineering behaviour of soft 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. 1990
300 ## - PHYSICAL DESCRIPTION
Extent 129 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-89-16
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, 1990
520 ## - SUMMARY, ETC.
Summary, etc. Laboratory tests on lime- flyash and cement-flyash treated clay were carried out to study the strength and deformation characteristics. The materials used were Ordinary Portland Cement 'Tiger Brand', Hydrated Lime, Fly ash from 'EGAT' and the soft Bangkok clay taken from AIT campus. Two types of strength tests, i.e. unconfined compression and Iso tropically Consolidated undrained triaxial compression tests were performed. Consolidation tests were carried out to study the compressibility data for settlement analysis. The UC test results showed that the effect of lime- fly ash stabilization was 3 times that of untreated clay, where as cement-fly ash stabilization showed .a strength gain more than 7 times in 2 months curing time (17 . 31 t/m2 for 2~% fly ash + 5% cement ) The oedometer consolidation test results showed an improvement in the consolidation characteristics of the clay effectively by an increase in the Cv values and a decrease in the Cc. The apparent pre-consolidation pressure increas~d to 30 t/m2 ( 0% Aw + 25% FA } when compared to LAW (1989) where Ovm = 15 t/m2 ( 5% Aw only} . CIU triaxial compression test data revealed that the main effect of the lime-fly ash and cement-fly ash treatment on soft Bangkok clay was to change the strength and deformation characteristics of the soft-clay from NCC to OC clay behaviour. There are indications that factors affecting lime-fly ash and cement stabilization are similar in modifying the pbysio-chemical characteristics of clayey soil. The results of the study were compared with the previous studies carried out on lime YANG (1 988 ) and cement stabilization LAW 1989, and it was observed that the change of the stabilizer (i.e. presence of fly ash} had a pozzolanic effect in the cementation processes involved, resulting in a complete change in the effective strength parameters. The angle of sharing resistance {u00A2} decreased from 36.6° LAW (1989) to a value of 11.21° by the addition of fly ash in present study, but the cohesion intercept c has been found to increase significantly with cement-fly ash to a maximum value of 8.15 t/m2 when compared to LAW (1 989 }, where C= 2.57 t/m2 (7.5 cement content only) .
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Fly ash
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
General subdivision Thailand
-- Bangkok
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Cement
General subdivision Additives
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
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 Honjo, Yusuke,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Indraratna, Buddhima,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Ministry of Defense , Govt. of Pakistan,
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. GT-89-16
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18401">http://203.159.5.9/ait-thesis/detail.php?q=B18401</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10230300
b mnait
c s
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240329
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
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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 : 30050003016358
CREATED CREATED : 1995-10-14
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CREATED CREATED : 2016-05-24
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. GT-89-16 30050003016358 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. GT-89-16 30050120711246 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. GT-89-16 30050120309645 18/08/2026   18/08/2026 40-Archives
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