Dam foundation grouting at Khao Laem (Record no. 25397)

MARC details
000 -LEADER
fixed length control field 03159nam a2200397 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818085715.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field
035 ## - SYSTEM CONTROL NUMBER
System control number .b1018076x
041 0# - LANGUAGE CODE
Language code of text/sound track or separate title En
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-81-19
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Dikshit, Amod Mani
245 #0 - TITLE STATEMENT
Title Dam foundation grouting at Khao Laem
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1982
300 ## - PHYSICAL DESCRIPTION
Extent v, 133 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-81-19
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Science, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M. Sc.) - Asian Institute of Technology, 1982
520 ## - SUMMARY, ETC.
Summary, etc. A case history of the foundation grouting practice at Khao Laem dam site, Thailand is presented with critical review of the adopted methods and procedures. The foundation conditions being very complex due to the presence of solution cavities even at deeper depths, it was found that the reduction in rock mass permeability was not achieved uniformly in zones where the cavities are prevalent. To open up fractures to provide communications to the cavities it has been suggested that the grout pressure could be increased from the present value of 0.3 - 0.5 Kg/cm2 per m depth to 0.7-1.0 Kg/cm2 per m depth to the packer with careful monitoring of any possible upheaval in the surrounding rock. Further, comparison was made between the interpretation of water pressure test according to HOULSBY (1976) and that according to GUERRA et al.(1968), It was found that the two interpretations coincide only in limited number of cases. Cases, defined as pertaining to a particular type of flow by one interpretation, consist of different types of flow according to another interpretation showing incongruency in the two interpretations. Houlsby's interpretation generally gives higher number of cases of laminar flow whereas, the interpretation based on GUERRA et al.(1968) gives higher instances of turbulent flow and is unsuitable for use in lower ranges of rock mass permeability. Turbulent flow, as interpreted by HOULSBY(1976) includes much of the cases of flow which are interpreted as something in between laminar and turbulent.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Grouting
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Dams
General subdivision Thailand
-- Khao Laem
-- Foundations
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Tomiolo, Andrea,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Yudhbir,
Relator term Co-Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Prinya Nutalaya,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Government of Switzerland,
Relator term Scholarship Donor
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B21232">http://203.159.5.9/ait-thesis/detail.php?q=B21232</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b1018076x
b mnait
c u
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a 240906
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 2
Cataloger's initials, CIN (RLIN) 951012
First date, FD (RLIN) m
-- a
-- u
-- 0
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnait
945 ## - LOCAL PROCESSING INFORMATION (OCLC)
l mnarc
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 22-AIT Thesis (Replacement)
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type 40-Archives
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050120657126
CREATED CREATED : 2014-01-04
RECORD Id RECORD # : i12784357
LPATRON LPATRON : 1026868
LCHKIN LCHKIN : 2016-08-09
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 1
-- TOT RENEW : 0
909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160070214
CREATED CREATED : 2016-05-17
RECORD Id RECORD # : i12979934
LPATRON LPATRON : 0
LCHKIN LCHKIN : -
RENEWALS # RENEWALS : 0
-- # OVERDUE : 0
-- IUSE3 : 0
-- TOT CHKOUT : 0
-- TOT RENEW : 0
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 50.00   AIT Thesis no.GT-81-19 30050120657126 18/08/2026 3 18/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 18/08/2026     AIT Thesis no.GT-81-19 30050160070214 18/08/2026 1 18/08/2026 40-Archives
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