Stress path dependent stress-strain behaviour of anisotropically consolidated sand (Record no. 113674)

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000 -LEADER
fixed length control field 03277cas|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818222759.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 070699s1982 th uu m rtt 001 a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10644866
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-81-01
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Anandasiri, Kalansuriya Arachchige Ranjith
245 10 - TITLE STATEMENT
Title Stress path dependent stress-strain behaviour of anisotropically consolidated sand
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1982
300 ## - PHYSICAL DESCRIPTION
Extent 73 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-81-01
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, 1982
520 ## - SUMMARY, ETC.
Summary, etc. Results of laboratory studies on remoulade sand samples, from Chao- Phraya River, Bangkok, Thailand, under anisotropic consolidation are discussed in this research. The importance of initial void ratio and degree of saturation of sand samples, formed during the laboratory investigations, in relation to their reproducibility is emphasized. Furthermore the implications of the effect of confining pressure on the consolidation behaviour of sands vis-a-vis the determination of critical state parameter, ; ^, ·are examined in some detail. A procedure to estimate ^ , is suggested. Data from p' = (a' + 2a') /3 =canst. and q· =(a' - a') = const. tests on anisotropically1 consolidated sand samples are used to evaluate the parameters needed in a semi-empirical stress-strain prediction model. Predictions by Modified Cam-Clay model and the semi-empirical approach are compared with experimental results obtained by conventional drained triaxial test, anisotropic consolidation and rebound test and a special stress path depicting dq/dp = 1. 5 initially upto some stage followed by p' = canst. to failure. It is emphasized that in the case of sands,. the stress strain behavior depends on both stress path and stress history, and a semi empirical approach to prediction of stress-strain behavior has much to recommend itself.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Sand
General subdivision Thailand
-- Bangkok
-- Testing
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Yudhbir,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Ohta, Hideki,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Prinzl, Frediric,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Australian Government,
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-81-01
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B21212">http://203.159.5.9/ait-thesis/detail.php?q=B21212</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
-- a
-- s
-- 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 : 30050003010187
CREATED CREATED : 1995-10-16
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Barcode Barcode : 30050003010195
CREATED CREATED : 1995-10-16
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Barcode Barcode : 30050160070396
CREATED CREATED : 2016-05-17
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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-81-01 30050003010187 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-81-01 30050003010195 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-81-01 30050160070396 18/08/2026 1 18/08/2026 40-Archives
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