Inverse analysis of settlement data on improved soft clays by test embankments and laboratory model test (Record no. 64506)

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005 - DATE AND TIME OF LATEST TRANSACTION
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008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 261198s1989 th r 0000|00eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10378996
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-88-09
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Enriquez, Apollo Seno
245 10 - TITLE STATEMENT
Title Inverse analysis of settlement data on improved soft clays by test embankments and laboratory model test
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1989
300 ## - PHYSICAL DESCRIPTION
Extent 106 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-88-09
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree in Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1989
520 ## - SUMMARY, ETC.
Summary, etc. In this study , deformation and flow parameters were determined by inverse analyses using two tes·t embankments improved with prefabricated vertical drains and granular piles. Asaoka{u2022}s method based from Barron's Theory was used with some modifications from Hansbo ' s Theory to take into account of the effect of smear in the case of embankment on vertical drains. The back- analyzed parameters (Eu , Ch and Cv ) were used to predict the amount and rate of settlements. Excellent agreements were obtained in the case of One Dimensional (Oedometer ) , Skempton- Bjerrum and Asaoka ' s methods . One-Dimensional method with inclusion of initial settlement over estimate the predictions. For the embankment on granular piles, inverse analysis was carried out in two stages. Good agreements were obtained on the predicted amount and rate of settl~ments by Asaoka and Balaam ' s methods on the final stage loading al though both slightly overpredicted at the initial stage loading. The equilibrium method always over estimate the predictions. Inverse analyzed Ch r1e 1d / Ch 1ab is about 1.5 to 4.0, Cvr1e1d/Cv1ab is between 1. 3 to 12 and Eu /Su is 150 . ·The back-analyzed C11 value is about 4.90 t / m2 {u2022} Consolidation tests and fi e ld vane tests showed an improvement in shear strength and analysis using three different methods of stress distributions showed that the embankment on vertical drains is now normally consolidated and is undergoing secondary compression while the embankment on granular piles is still undergoing primary consolidation and is about to be normally consolidated. The preconsolidation pressures obtained from EOP-24hr consolidation tests are 5% to 10% higher than those obtained from conventional tests . Very high preconsolidation pressures are obtained from EOP Loading tests which can be finished in 15 to 180 minutes. Laboratory model test on clay sample improved with granular piles showed a decrease in n value with the increase in loading magnitudes. The settlements in slow tests indicate that the reduction in settlements are reduced by about 30% as compared with that of quick tests. Greater settlement reduction is obtained for higher area ratio and using gravels as granular pile materials.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Embankments
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Indraratna, Buddhima,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name S. Sambhandharaksa,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of Denmark,
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-88-09
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18037">http://203.159.5.9/ait-thesis/detail.php?q=B18037</a>
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a .b10378996
b mnait
c s
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a 240402
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 mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
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CREATED CREATED : 2014-03-25
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160051370
CREATED CREATED : 2016-05-24
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 50.00   AIT Thesis no.GT-88-09 30050120712590 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.GT-88-09 30050160051370 18/08/2026 1 18/08/2026 40-Archives
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