Stress paths below embankments and excavations in Bangkok subsoils (Record no. 113676)

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fixed length control field 03944cam|a2200421 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818222800.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 261198s1990 th r 0000|00eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10644878
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-89-15
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Yau, Kwok Fai
245 10 - TITLE STATEMENT
Title Stress paths below embankments and excavations in Bangkok subsoils
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1990
300 ## - PHYSICAL DESCRIPTION
Extent 117 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-89-15
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, 1990
520 ## - SUMMARY, ETC.
Summary, etc. This thesis illustrates stress path studies on soft clays under embankments and in excavations. The stress path followed by a soil element depends on which zone it is located, and the geometry of the embankments or excavations. Along the centerline underneath the embankment, the total stress path followed by a soil element in the weathered crust is much of lesser slope than the Ko-line in the (q {u2022} ,p) plot. The total stress path for a soil element in the very soft clay layer is above the Ko-line in the (q {u2022} ,p) plot and deviates from the standard triaxial stress path used in conventional tests. The total stress path followed by a soil element in the soft to medium stiff clay layer followed by a soil element is along the Ko-line. For points outside the embankments, the total stress paths are shown as the extension loading type. When the ratio of the base width of the embankment to the soft soil layer thiclrness is greater than 2, the total stress paths followed by a soil element in the soft clay layer is along the Ko line. The one-dimensional loading condition can be used for the long term settlement analysis. In the case of excavations, the total stress paths followed by a soil element in the very soft clay layer along the centerline describes an unloading extension state. It is found that the triaxial test can not simulate the stress paths for points under the slope excavation. The triaxial unloading extension test can simulate the stress paths for points under the vertical excavation. Adjacent to the vertical surface of the excavation, the stress path followed by a soil element can be simulated by the triaxial unloading compression test. In view of the stress path followed by a soil element depends on which zone it is located, the finite element analysis should incorporate the soil parameters as described from the appropriate laboratory or field test which closely simulates the stress path followed by the soil under the field condition.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Embankments
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Honjo, Yusuke,
Relator term C0-Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Indraratna, Buddhima,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Rantucci, Giovanni,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Government of Korea,
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-89-15
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18400">http://203.159.5.9/ait-thesis/detail.php?q=B18400</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10644878
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a 240401
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)
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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 20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050003016333
CREATED CREATED : 1995-10-16
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Barcode Barcode : 30050003016341
CREATED CREATED : 1995-10-16
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Barcode Barcode : 30050120309652
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   AIT Thesis no. GT-89-15 30050003016333 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-89-15 30050003016341 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-89-15 30050120309652 18/08/2026 1 18/08/2026 40-Archives
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