Evaluation with applications of strength and compressibility characteristics of soil samples obtained by Shelby tube and split-spoon samplers in comparison with in-situ test results (Record no. 41491)

MARC details
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fixed length control field 04183cam a2200433 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818112908.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191198s1994 th r 0000|0 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10262830
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-93-09
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Polinar, Luzviminda Tiongson
245 10 - TITLE STATEMENT
Title Evaluation with applications of strength and compressibility characteristics of soil samples obtained by Shelby tube and split-spoon samplers in comparison with in-situ test results
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1994
300 ## - PHYSICAL DESCRIPTION
Extent 101 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-93-09
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree in Master of Engineering, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1994
520 ## - SUMMARY, ETC.
Summary, etc. The main focus of this study are to establish correlations of strength characteristic of Shelby tube and split-spoon samples, and compare the strength and compressibility parameters derived from laboratory and field tests. Furthermore, the derived strength and compressibility parameters were used in the prediction of the stability and settlement of full scale test embankments. Samples from both split-spoon and Shelby tube samplers were tested in unconfined compression and unconsolidated undrained triaxial tests. Three oedometer and three Rowe cell consolidation tests were also performed to determine the compressibility of soil. In the field, four field vane shear tests and two screw plate load tests were conducted. The undrained strength from split-spoon samples are slightly higher than the samples from shelby tube. The ratio between Cv(field} to Cv(lab) ranges from 1. 7 to 11. The Cv values derived from Rowe cell consolidometer are in better agreement to the field values than those derived from the conventional oedometer tests. Moreover, the embankment settlement prediction was performed using the parameters derived from oedometer, Rowe cell, screw plate load tests as well as the Asaoka's graphical method. The Asaoka's graphical method fits best with the actual settlement. The settlement prediction using the derived compressibility parameters from Rowe cell agrees very well with the observed data. Oedometer yielded the most conservative prediction. Furthermore, the UU and corrected field vane undrained strengths are in good agreement with the actual strengths mobilized in the field. The corrected strengths obtained from UC tests gave a reasonable prediction of the factor of safety. Moreover, the corrected UU strengths from split-spoon gave a slightly higher prediction. Other methods from MESRI (1975) and SHANSEP (LADD & FOOT, 1974) were also considered in which both predicted the embankment stability very well.
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 Bergado, Dennes T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Sugimoto, M.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Government of New Zealand,
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-93-09
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B15923">http://203.159.5.9/ait-thesis/detail.php?q=B15923</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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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
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
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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 Thesis no. GT-93-09 30050003018859 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-93-09 30050003577177 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-93-09 30050120308258 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 Thesis no. GT-93-09 30050120929657 18/08/2026 3 18/08/2026 20-AIT Publication
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