Dilatational characteristics of sedimented kaolinite (Record no. 30426)

MARC details
000 -LEADER
fixed length control field 03252nam a2200433 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818093850.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 221297 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10205810
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. 512
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Roque, Ernesto C.
245 10 - TITLE STATEMENT
Title Dilatational characteristics of sedimented kaolinite
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1973
300 ## - PHYSICAL DESCRIPTION
Extent 79 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 512
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering at the Asian Institute of Technology, Bangkok, Thailand.
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1973
520 ## - SUMMARY, ETC.
Summary, etc. A study of the effect of soil structure on dilatation was carried out on an artificially sedimented kaolinite clay. Various soil structures were produced by the use of different pore fluids i.e. distilled waters, sodium chloride and sodium hexametaphosphate. Conventional isotropically consolidated undrained triaxial compression tests with pore pressure measurements and oedometer tests were conducted in the investigation. In the oedometer tests, two samples for each soil were consolidated anisotropically at 320 psi and then rebounded at unloading ratios of 1.5 and 3.0 respectively. In the triaxial tests, the samples for different soil structures were first consolidated to a maximum past pressure of 120 psi and then allowed to swell under smaller consolidation pressures prior to shear. It was observed that the magnitude of rebound decrements did not affect appreciably the stored strain energy. The strength of the bonds and the tendency of the soil to dilate increased with higher over consolidation ratios. The greater the amount of locked in strain 'energy released after failure of interparticle bonds, the greater would be the tendency of the soil to dilate. Furthermore, it was observed that the dispersed soil, with weaker bonds, exhibited slightly greater tendency to dilate than those of the flocculated soils.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil structure
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil mechanics
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Nelson, John D.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Chai Muktabhant,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Petersen, Jens L.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element United Kingdom,
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. 512
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B24250">http://203.159.5.9/ait-thesis/detail.php?q=B24250</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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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 : 30050003419735
CREATED CREATED : 1994-05-16
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160107586
CREATED CREATED : 2016-04-21
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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
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no. 512 30050003419735 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. 512 30050003030474 18/08/2026 1 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. 512 30050160107586 18/08/2026   18/08/2026 40-Archives
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