Analysis of a cut slope instability in soft Bangkok clay (Record no. 4555)

MARC details
000 -LEADER
fixed length control field 03801nam|a2200409 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260817162302.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 290199s1989 th 0000|0 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10080211
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-88-21
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Sommai Chavalitjiraphan
245 10 - TITLE STATEMENT
Title Analysis of a cut slope instability in soft 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. 1989
300 ## - PHYSICAL DESCRIPTION
Extent 164 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-88-21
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for t h e degree of 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 the failure of a canal cut slope and the stability of non-improved trial cut slope proposed by JICA, at Charoenraj Pumping Station of RID located at Samut Prakan Province, were investigated. The in situ undrained shear strengths of the clay from various test methods and their correlations were obtained. The undrained shear strength and shear strength parameters of post excavation condition of the clay were determined in the laboratory by Recompression Technique of CKoU-TC and CKoU-TE tests and then were applied in the stability analysis. Simplified Bis hop Method was used for stability analysis. For short-term condition three approaches of undrained shear strength determination were used, i.e. empirical correlation approach similar to LADD's USA method, BJERRUM's correction approach, and AAS's correction approach. While for long-term condition two analytical methods, i.e. effective stress analysis (ESA) and undrained strength analysis (USA) were used. The long-term factor of safety of cut slope in the clay obtained from ESA method is considerably too high compared to that from USA method. A factor of safety obtained from AAS's correction approach is lower than factors of safety obtained from ESA and USA methods. The construction record and the analysis indicated that the failure of the canal slope was due to surcharge near the slope. The USA method yields a factor of safety for the condition at failure equal to 1.02. For the proposed non-improved trial slopes, (a) for the 1:4 proposed slope the AAS's correction approach and BJERRUM's correction approach suggest that the slope fails in short- term condition and (b) for the 1:6 proposed slope the USA method suggests a stable long-term condition with factor of safety of only 1.14, while the AAS's correction approach suggests failure condition in long-term.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
General subdivision Thailand
-- Bangkok
-- Analysis
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
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 Governme nt of Australia,
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-88-21
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B18049">http://203.159.5.9/ait-thesis/detail.php?q=B18049</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)
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
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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 : 30050120711469
CREATED CREATED : 1995-10-13
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Barcode Barcode : 30050120711477
CREATED CREATED : 1995-10-13
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Barcode Barcode : 30050120309918
CREATED CREATED : 2016-05-24
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired Cost, normal purchase price Total checkouts Full call number Barcode Date last seen Copy number Price effective from Koha item type
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 10.00   AIT Thesis no. GT-88-21 30050120711469 17/08/2026 1 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 17/08/2026 10.00   AIT Thesis no. GT-88-21 30050120711477 17/08/2026 2 17/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 17/08/2026     AIT Thesis no. GT-88-21 30050120309918 17/08/2026 1 17/08/2026 40-Archives
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