Reduction of over-excavation drill and blast tunnel excavation by optimizing blasting design (Record no. 98372)

MARC details
000 -LEADER
fixed length control field 03948nas a2200409 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818175715.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 230726s2023 th uu m rtt 0| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b12409236
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GE-22-11
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Rattanon Doungdeeying
245 10 - TITLE STATEMENT
Title Reduction of over-excavation drill and blast tunnel excavation by optimizing blasting design
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Pathum Thani, Thailand :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2023
300 ## - PHYSICAL DESCRIPTION
Extent 154 leaves :
Other physical details ill.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GE-22-11
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering in Geotechnical and Earth Resources Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Eng.) - Asian Institute of Technology, 2023
520 ## - SUMMARY, ETC.
Summary, etc. The optimized method to reduce overbreak during tunnel construction using the NATM method at a High-speed railway project in Thailand, specifically the Contact 3-2 tunnel construction work between Muak Lek and Lam Takhong, has been examined in this study. Overbreak in underground excavation refers to the void created during excavation beyond the payable excavation line or pay line. In this thesis, the payable excavation line has been set at 15 cm or 5% from the excavation line. After conducting a site visit and collecting data, the evaluation reveals that the rock formation consists of shale, limestone, clay, silty clay, and mudstone, resulting in approximately 30% overbreak in class IV. After comparing the data with the doubling track project located nearby, which has a tunnel length of 2,433.74 meters and 552 x-sections, the percentage of overbreak in classes II, III, and IV is found to be 11.67%, 12.52%, and 13.98%, respectively. Therefore, the factors that need to be controlled during drilling and blasting excavation are the geological condition, the length of drill holes, the powder factor, and the smooth blasting technique. The geological condition at the tunnel face can guide site engineer in designing the drilling pattern, and the length of drilling depends on the rock condition, which the driller must control. The powder factor also affects overbreak, and a powder factor of approximately 1.3 kg/Cu.m. is recommended for rock class IV based on data from the doubling track project. The smooth blasting technique, which uses small emulsion and detonating cord to blast at the contour line, controls the energy distribution of the explosives used in the blasting process. A blasting test was conducted at the entranceway of the Muak Lek tunnel, where the rock condition was found to be class IV, with shale and mud clay mixing at the tunnel face. By controlling the length of the drilling pattern, powder factor, and using the smooth blasting technique, the overbreak was reduced to around 10% in the tested section. Therefore, these factors should be implemented to control overbreak during tunnel construction.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Excavation
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Tunneling
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Kuo-Chieh Chao,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Noppadol Phien-Wej,
Relator term Co-Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Avirut Puttiwongrak,
Relator term Examination Committee
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Krit Saowiang,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Right Tunnelling PCL Scholarship,
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. GE-22-11
856 40 - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B19499">http://203.159.5.9/ait-thesis/detail.php?q=B19499</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
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902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 250421
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 230726
First date, FD (RLIN) m
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945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 61-CD-ROM
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050121040322
CREATED CREATED : 2023-07-24
RECORD Id RECORD # : i13457020
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
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909 ## - LOCAL ITEMS USED
Barcode Barcode : -
CREATED CREATED : 2023-07-24
RECORD Id RECORD # : i13457032
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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 Archives 18/08/2026   AIT Thesis no.GE-22-11 30050121040322 18/08/2026 1 18/08/2026 40-Archives
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026   AIT Thesis no.GE-22-11   18/08/2026   18/08/2026 61-CD-ROM
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