A reanalysis of the Nong Ngoo Hao test excavation (Record no. 97805)

MARC details
000 -LEADER
fixed length control field 04363nam a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818175549.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 140198 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10039144
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. 905
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Ho, Wing-on
245 12 - TITLE STATEMENT
Title A reanalysis of the Nong Ngoo Hao test excavation
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1976
300 ## - PHYSICAL DESCRIPTION
Extent 163 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. 905
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of Asian Institute of Technology, Bangkok Thailand.
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1976
520 ## - SUMMARY, ETC.
Summary, etc. This thesis is concerned with a detailed study of the stability analysis of the trial excavation built to failure at Nang Ngoo Hao . It is an extension of the work carried out by ESSA (1974) but emphasis is made in carrying out additional laboratory tests which when incorporated with the existing data would be adequate to give an accurate analysis. The total stress analysis employed the undrained shear strength from the common field and laboratory tests. The effective stress analysis employed the CIU, CK0U, CK0D effective strength parameters from triaxial tests. A complete series of consolidated drained (CK0D) tests were performed at the same depth with the existing CK0 U tests in order to compare the effective strength parameters from the two types of tests. From the results of the experiments, the same effective strength envelope is observed. The total stress approach ({u00A2} = 0 analysis) is determined by both Stability Chart and Swedish Methods. The effective stress approach (c, analysis) is determined by both Swedish and Bishop's method. The safety factors at failure obtained from the analysis by different methods are not the same, however, each of them show a logical figure indicating the safety conditions in the excavation. This shows that each method of analysis has its own .merits and all can be used to describe the stability of an excavation provided an appropriate correction factor is used to balance the effects of uncertainties in the shear strength obtained. The actual slip surface appears to be circular from field measurement and is within the range of the critical failure surfaces found theoretically. The consideration of tension cracks with hydrostatic pressure acting on it is found to be closer to the real situation in the field. Pore pressure prediction by Elastic method appears to be quite consistent with the measured pore pressure and the safety factors obtained from the measured and predicted pore pressures agree closely. The stability analysis by both Bishop and Swedish method shows that CKoU effective strength parameters can be used for CK0D parameters since they give practically the same values of safety factors. A simplified design procedure is suggested which involves the use of a factor of safety of 2.0 together with Bjerrum's correction factor. The result of the analysis shows that a depth of 2.5 m can be adopted for a 1:2.5 excavation in Nang Ngoo Hao to stand permanently.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soils
General subdivision Thailand
-- Nong Ngoo Hao
-- Testing
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Soil mechanics
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brand, E.W.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Brenner, R.P,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Canadian Government,
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. 905
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B23776">http://203.159.5.9/ait-thesis/detail.php?q=B23776</a>
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 260326
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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-- x
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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
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 : 30050003038071
CREATED CREATED : 1995-10-13
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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 18/08/2026 10.00   AIT Thesis no. 905 30050003038071 18/08/2026 2 18/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026 10.00   AIT Thesis no. 905 30050003038105 18/08/2026 1 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. 905 30050160089347 18/08/2026   18/08/2026 40-Archives
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