Comparative study of different procedures to evaluate effective stress strength parameters for partially saturated soils (Record no. 19698)

MARC details
000 -LEADER
fixed length control field 03409cas|a2200433 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817173348.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 070699s1983 th uu m rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10151242
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-82-32
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Korchoke Chantawarangul
245 10 - TITLE STATEMENT
Title Comparative study of different procedures to evaluate effective stress strength parameters for partially saturated soils
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1983
300 ## - PHYSICAL DESCRIPTION
Extent 114 p. :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-82-32
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1983
500 ## - GENERAL NOTE
General note At hesis s ubmitted in partial f ulfillment ot the requirement for the degree of Master of Engineering.
520 ## - SUMMARY, ETC.
Summary, etc. This investion has critically reviewed the effective stress strength of partiaLly saturated soils bas ed on two existing theories, i.e. Bishop's (1995) and Fredlund's (1978). These two methods give identical results provided the c and {u00A2} ' value in each eguat1 o n is obtained tor tu~l y saturated soil sampl es. HoW'e ver, tne method of: t:estiny used i .n these two approaches are applicabl e only for tnose vttlues of degree o f saturation when a~r and water pores are continuous. Si.nee the met hod ot snear t esting ot partially saturated soils a.re complicated and t:i.1he consu'1ing, an indirect method to determine the effectiv·e str:ess strength J!arameters troru tJO t ests proposed by arsal (1979) has been investigated and checked tor its validi ty. By extension o f Marsals concept, the determina.tion ot effective s tress strength parameters .trom unconfinea compression t est s and s uction ~ asarements is proposed. On t~ e bas i s ot limited test data reported here, and t he analysis of available aata f or partially saturated s oils, the proposed procedure t o e valuat e ffective stress s tre ngth parameters i s shown to be a promising practical approach. In th1.s proced. u.r e. results fro111 UO t est:s under high contining pressure , unconfined compression tests a nd sucti on measurements are needed to estima t e values ot c {u00A2} and {u00A2} for partially saturated soils e ven tor low v·a.lues of i nitial degr ee or saturation.
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 Soils
General subdivision Testing
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Yudbbir,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Halasubramaniuru, A.S.,
Relator term Examination committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Starr Foundation,
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-82-32
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B15953">http://203.159.5.9/ait-thesis/detail.php?q=B15953</a>
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a 240411
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)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
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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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.GT-82-32 30050120656656 17/08/2026 3 17/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 50.00   AIT Thesis no.GT-82-32 30050120656672 17/08/2026 4 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-82-32 30050160069703 17/08/2026 1 17/08/2026 40-Archives
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