Comparison of Recompression and SHANSEP strength-deformation properties of undisturbed Bangkok clay (Record no. 20005)

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fixed length control field 03528cam a2200421 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818084319.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 231198s1993 th r 0000|0 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b1015226x
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-92-07
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Lai, Kun-chen
245 10 - TITLE STATEMENT
Title Comparison of Recompression and SHANSEP strength-deformation properties of undisturbed Bangkok clay
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 170 leaves +
Accompanying material 1 online resource
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-92-07
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, 1993
520 ## - SUMMARY, ETC.
Summary, etc. The influence of the stress history and the stress condition during consolidation and shearing were studied experimentally under undrained triaxial compression and extension conditions, by using the Recompression and SHANSEP techniques. Total twenty-two (22) triaxial tests were performed in two series such that ten (10) samples were tested using the SHANSEP technique and remaining were performed using the Recompression technique. In each series of tests, the samples were subjected to undrained shear in both extension and compression modes. The basis of SHANSEP technique derives from the concept of normalized soil parameters. The results are expressed in terms of Normalized Soil Properties (NSP). In the Recompression technique, the samples are directly reconsolidated to in-situ effective stress condition to obtain the undrained shear strength. Test results of this study include soil properties, consolidation characteristics, and stress-strain-strength deformation behavior, From the consolidation tests, the data show that the relationship between K0 and OCR of soft Bangkok clay is (K0)oc = 0.607OCR0.333. The compression curves obtained in this study are in close agreement with the1-D consolidation data presented by HASSAN (1993). The reconsolidation pressure obtained from SHANSEP tests provide almost the same values as in the oedometer tests, Shearing test result indicate that the stress-strain-strength behavior is slightly different for these two reconsolidation techniques, with Recompression giving higher Su values that the SHANSEP tests, In addition, the Recompression tests give modulus two times higher than the SHANSEP tests.
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 Shear strength of soils
General subdivision Testing
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Tian Ho Seah,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Honjo, Yusuke,
Relator term Co-chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, 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 RET-SER Engineering Agency,
Relator term Scholarship donor
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 Thesis ;
Volume/sequential designation no. GT-92-07
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B15567">http://203.159.5.9/ait-thesis/detail.php?q=B15567</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)
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942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
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CREATED CREATED : 2014-03-06
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Barcode Barcode : 30050120308670
CREATED CREATED : 2016-05-26
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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-92-07 30050120712798 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-92-07 30050120308670 18/08/2026 1 18/08/2026 40-Archives
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