Constitutive modelling of cement stabilized soil-soft clay interface (Record no. 22196)

MARC details
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control field 20260818084847.0
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035 ## - SYSTEM CONTROL NUMBER
System control number .b10165964
041 0# - LANGUAGE CODE
Language code of text/sound track or separate title En
099 ## - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Diss. no. GT-92-01
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Lin, Der Guey
245 10 - TITLE STATEMENT
Title Constitutive modelling of cement stabilized soil-soft clay interface
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1993
300 ## - PHYSICAL DESCRIPTION
Extent 385 leaves :
Other physical details ill.
490 ## - SERIES STATEMENT
Series statement Dissertation ;
Volume/sequential designation no. GT-92-01
502 ## - DISSERTATION NOTE
Dissertation note Thesis (Ph. D.) - Asian Institute of Technology, 1992
500 ## - GENERAL NOTE
General note A dissertation s ubmitted in pa rtia l f ulfillment of the requirements for the Degree of Doctor of Engineering, School of Engineering and Technology
520 ## - SUMMARY, ETC.
Summary, etc. Undisturbed composite samples was obtained from the interface of the cement piles supporting a test embankment in the AIT campus. Constant volume and constant normal stress direct shear test were performed on the interface material. Based on these data a softening parameter x is defined to depend only on the plastic shear displacement uP. A yield function, F, is then formulated to coincide with the Mohr-Coulomb failure criterion of the interface material. The Mohr-Coulomb strength parameters, 6 , is dependent on the plastic shear displacement uP during strain softening. The variation of the softening parameter 'K ·, generates a family of yield loci. The plastic potential function G is formulated by comparing the numerical result of plastic displacement increments def ( = A.(oG/ oa 1 ) ) with the field of experimentally determined plastic displacement increments d~ ( Id~ I= J (du P) 2 + (dvP) 2 ) which intersects the function at every point at right angle. The dvP is plastic normal displacement increment of interface. Within the yield loci the pre-peak shear behavior of the interface is described by a piece-wise linear elastic relationship. The elastic shear stiffness Kn for shear displacement is obtained from the experimental observations and is expressed as a function of the initial normal stress and the current interface stress level. During the phase when yielding takes place the post-peak strain softening behavior is characterized by the softening modulus M . and the non-associated stress-strain relationship is derived in terms of yield function F, the plastic potential G, the softening parameter x and the contraction angle tp ( tan tp = d vP I duP ). The constitutive law so developed for the elastic behavior and the yielding are then used to simulate the direct shear behavior of the interface materials. Comparisons of the experimental observations with predictions from the developed elastoplastic model reveal that the model makes successful predictions for stresses at pre-peak and post-peal< states. Moreover, the model combined with non-associated flow rule gives more approximate predictions for the volume change of interface.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil stabilization
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Honjo, Yusuke,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pisidhi Karasudhi,
Relator term Examination committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Tamotsu Matusi,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Republic of China,
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 Dissertation ;
Volume/sequential designation no. GT-92-01
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B15979">http://203.159.5.9/ait-thesis/detail.php?q=B15979</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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940 ## - EQUIVALENCE OR CROSS-REFERENCE--UNIFORM TITLE [OBSOLETE] [CAN/MARC only]
Uniform title <a href="AIT Diss. no. GT-92-1">AIT Diss. no. GT-92-1</a>
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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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Holdings
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Diss. no. GT-92-01 30050002916624 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 Diss. no. GT-92-01 30050003058582 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 Diss. no. GT-92-01 30050160003520 18/08/2026 1 18/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Diss. no. GT-92-01 30050120929335 18/08/2026 3 18/08/2026 20-AIT Publication
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