Evaluation of the access tunnel of the Lam Ta Khong pumped storage project (Record no. 41275)

MARC details
000 -LEADER
fixed length control field 04165nam a2200397 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818112829.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b1153364x
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GE-95-25
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Wichit Sriwisead
245 10 - TITLE STATEMENT
Title Evaluation of the access tunnel of the Lam Ta Khong pumped storage project
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1996
300 ## - PHYSICAL DESCRIPTION
Extent 235 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-95-25
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfilment of the requirements for the degree of Master of Science, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Sc.) - Asian Institute of Technology, 1996
520 ## - SUMMARY, ETC.
Summary, etc. The engineering geological mapping along the access tunnel to powerhouse and to top gallery was carried out which helped classify the rock mass according to the most popular classification systems namely RMR ,Q-system and EPDC. The rock mass turned out to be mostly of fair quality and good quality for sandstone section. The deformation modulus, cohesion and frictional angle, Hoek and Brown's m ands strength parameter and others rock mass properties were approximated. The support recommendation from RMR and Q-system were estimated that could be compared with the actually installed which was recommed by EPDC. The convergence measurement was monitored and collected data were analyzed, interpreted and the rock mass modulus of deformation was back calculated by using the Phases analysis. The results of back calculation modulus of deformation of sandstone was higher than siltstone (1.4-4 GPa for reddish siltstone and 4.3-42 GPa for sandstone) and the intercalated of sandstone and siltstone showed high value. Modulus deformation estimated from Phases analysis would be related well with modulus from Q system. The plastic zone was developed deeper behind inve1t and crown for highly weathered siltstone and sandy siltstone up to 4-5 m. The rock mass showed time-dependent behavior but the convergence rate decreased with time that insignificant. The estimated of the convergence rate was less than the lower value for squeezing ground (0.07% at 1000 days for siltstone (0.042 mm/day), 0.09% at 1000 days (0.0054 mm/day) for sanstone and 0.15% at 1000 day or 0.006 mm/day for intercalated of both layer. Ground responses were observed that several types were identified such as loosening, slaking, swelling, stress slabbing, delayed fracturing etc. The Loosening was the most prominent as failure was governed both by discontinuity systems and the low strength of rock mass itself. Slaking though being very drastic outside the tunnel was not so severe inside of both access tunnels. Stress slabbing including delayed with depth became noticeable due to excessive strength ratio. The excavation and support performance was described of several suppo1t types. The main supporting types was used of the system rockbolt and shotcrete that was proved to be most suitable for each ground section.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Lam Ta Khong Project
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 Sugimoto, M.,
Relator term Examination committee
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. GE-95-25
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B15152">http://203.159.5.9/ait-thesis/detail.php?q=B15152</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b1153364x
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240329
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 960911
First date, FD (RLIN) m
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-- v
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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 : 30050120718415
CREATED CREATED : 1995-04-14
RECORD Id RECORD # : i11837263
LPATRON LPATRON : 1026868
LCHKIN LCHKIN : 2016-01-10
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120718399
CREATED CREATED : 1995-04-14
RECORD Id RECORD # : i11837275
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LCHKIN LCHKIN : 2004-11-27
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160081617
CREATED CREATED : 2016-05-16
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Holdings
Withdrawn status Lost status Damaged status Not for loan Home library Current library Shelving location Date acquired 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   AIT Thesis no. GE-95-25 30050120718415 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. GE-95-25 30050120718399 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. GE-95-25 30050160081617 18/08/2026 1 18/08/2026 40-Archives
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