Creep behaviour of Nong Ngoo Hao subsoils at different deviator stress levels (Record no. 24388)

MARC details
000 -LEADER
fixed length control field 03562nam a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818085436.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b11533596
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-95-11
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Azlam, Mohamed Ali Mohamed
245 10 - TITLE STATEMENT
Title Creep behaviour of Nong Ngoo Hao subsoils at different deviator stress levels
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1996
300 ## - PHYSICAL DESCRIPTION
Extent 92 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-95-11
500 ## - GENERAL NOTE
General note A thesis submitted m 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, 1996
520 ## - SUMMARY, ETC.
Summary, etc. Three (3) test embankments 40m x 40m in dimensions have been constructed 15km east of Bangkok at the Nong Ngoo Hao site to understand the actual field deformation behaviour of the clay. The field instrumentation data shows continuous settlements with little dissipation of excess pore pressures have been taken place. Therefore, this research programme has been conducted in the laboratory to investigate the strain and the pore pressure dissipation with time. Thus this study, concentrates on the defmmation and creep characteristics both undrained and drained conditions at different deviator stress levels on Nong Ngoo Hao Clay. A total of eighteen (18) triaxial tests were pereformed in three (3) series, ( at 50, 70 and 90 percentage deviator stress levels) for weathered crust, very soft clay and soft clay. The samples were consolidated to insitu effective stresses under Ko conditions. They were then sheared at constant deviator stress in the compression mode. Test results of this study include the consolidation characteristics, the axial strain, the volumetric strain and the excess pore pressure behaviour of Nong Ngoo Hao Clay. The test results show that the creep strains for all stress levels are almost linear regardless of the drainage conditions. The axial strain observed under drained condition is higher than the undrained value. The results are in agreement with the data reported by HOLZER ( 1973 ) and ARULANANDAN ( 1971 ). The time dependent strain of Nong Ngoo Hao clay can be predicted by using SEMPLE's (1973) creep equation.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soils
General subdivision Creep
-- Thailand
-- Nong Ngoo Hao
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 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Sugimoto, M.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element German Academic Exchange Services (DAAD),
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-95-11
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B15102">http://203.159.5.9/ait-thesis/detail.php?q=B15102</a>
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a .b11533596
b mnait
c v
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240329
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 960910
First date, FD (RLIN) m
-- a
-- v
-- 0
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 : 30050120718886
CREATED CREATED : 1995-04-13
RECORD Id RECORD # : i11836544
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Barcode Barcode : 30050120718860
CREATED CREATED : 1995-04-13
RECORD Id RECORD # : i11836556
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LCHKIN LCHKIN : 2010-07-05
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160081757
CREATED CREATED : 2016-05-16
RECORD Id RECORD # : i12978036
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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   AIT Thesis no. GE-95-11 30050120718886 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-95-11 30050120718860 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-95-11 30050160081757 18/08/2026 1 18/08/2026 40-Archives
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