Behaviour of natural deposit of medium stiff clay under in-situ stresses (Record no. 11466)

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000 -LEADER
fixed length control field 03557nam|a2200445 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817171237.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 010299s1987 th 0000|0 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10109973
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-86-06
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Suroso
245 10 - TITLE STATEMENT
Title Behaviour of natural deposit of medium stiff clay under in-situ stresses
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1987
300 ## - PHYSICAL DESCRIPTION
Extent 119 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-86-06
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfilment 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, 1987
520 ## - SUMMARY, ETC.
Summary, etc. A series of triaxial compression tests were carried out on undisturbed samples of medium stiff Bangkok clay to study the behaviour (e.g. pore pressure development, stress-strain behaviour and strength characteristics) of natural deposit of soils under in-situ stresses. Samples were isotropically consolidated and Ko-anisotropically consolidated based on the insitu stresses and were subsequently sheared under undrained and drained conditions. Also samples were isotropically consolidated to high pressure and subsequently were released to a certain pressure to get the same water content before shearing. The results of the test under in-situ stresses show that the undrained shear strength, shear strain at failure and pore pressure development of isotropic consolidated samples are higher than those for Ko-anisotropic consolidated samples. Limiting stresses are reached at large strain and no work softening were observed under drained condition while softening more pronounced under Ko condition than under isotropic condition. The over consolidation affects the pore pressure development and the undrained shear strength. The pore pressure-stress ratio relationship is linear for both isotropic and anisotropic condition but with different gradient. Also linear variations were observed on the normally consolidated and heavily over consolidated samples. While clays under lightly over consolidated condition showed bilinear variation.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Strains and stresses
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
General subdivision Testing
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Rantucci, Giovanni,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Towhata, Ikuo,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element US - ASEAN,
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-86-06
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B19259">http://203.159.5.9/ait-thesis/detail.php?q=B19259</a>
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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)
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
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Barcode Barcode : 30050003014064
CREATED CREATED : 1995-10-13
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CREATED CREATED : 1995-10-13
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026   AIT Thesis no.GT-86-06 30050003014064 17/08/2026 1 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026   AIT Thesis no.GT-86-06 30050003014072 17/08/2026 2 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Thesis no.GT-86-06 30050160052212 17/08/2026 1 17/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026   AIT Thesis no.GT-86-06 30050120926968 17/08/2026 3 17/08/2026 20-AIT Publication
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