Effect of anisotropic preconsolidation on the strength characteristics of a normally consolidated clay (Record no. 34137)

MARC details
000 -LEADER
fixed length control field 03210nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818094848.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 011297 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10226485
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. 379
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Uthai Pamchareon
245 10 - TITLE STATEMENT
Title Effect of anisotropic preconsolidation on the strength characteristics of a normally consolidated 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. 1972
300 ## - PHYSICAL DESCRIPTION
Extent 88 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 379
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfilment 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, 1972
520 ## - SUMMARY, ETC.
Summary, etc. An experimental investigation was carried out to study the effects of anisotropic preconsolidation on the strength characteristics of three artificially sedimented, normally consolidated clays. Sediments of Soft Bangkok Clay in the three different solutions of calcium chloride, sodium chloride and distilled water were preconsolidated under Ko conditions by vertical pressures ranging from 10 to 80 lb/ in2 before isotropic CU triaxial tests were carried out. The experimental evidence collected from this short investigation is conclusive in proving that the existing laboratory triaxial technique does not give unique strength behaviour for a particular normally consolidated clay. It is clear that the strength characteristics, as determined from specimens consolidated isotropically in the .triaxial cell, are affected by the anisotropic stress conditions imposed on the clay prior to sampling where the laboratory consolidation pressure is considerably higher than the maximum past pressure, the effects of the prior anisotropic consolidation is not important. These effects are only significant where Ō vm is small and where Ōc/Ōvm approaches unity. This conclusion appears to be independent of the structure produced in the clay by the process of sedimentation.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil consolidation
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Shear strength of soils
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brand, E.W.,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Chai Muktabhant,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Moh, Za-Chieh,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Asian ·Institute of Technology,
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. 379
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B24304">http://203.159.5.9/ait-thesis/detail.php?q=B24304</a>
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a 260608
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 1
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
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050003097598
CREATED CREATED : 1994-05-17
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CREATED CREATED : 1995-09-01
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CREATED CREATED : 1995-09-01
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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. 379 30050003097598 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. 379 30050003097606 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. 379 30050004683545 18/08/2026 3 18/08/2026 20-AIT Publication
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