Idealization of water absorption in concrete (Record no. 57460)

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fixed length control field 04181nam a2200409 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818134200.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 220798 th eng
035 ## - SYSTEM CONTROL NUMBER
System control number .b10346284
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.ST-92-18
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Pokharel, Achyut Prased
245 10 - TITLE STATEMENT
Title Idealization of water absorption in concrete
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1992
300 ## - PHYSICAL DESCRIPTION
Extent 51, A-6 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-92-18
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering, School of Engineering and Technology
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1992
520 ## - SUMMARY, ETC.
Summary, etc. Today's interest to engineers toward predicting the durability of concrete is the author's concern of this study. The process of deterioration of concrete structures are partly and chiefly mediated by movement of water and the situation is more severe in case of alternate wetting and drying cycles. The problem is multiphase movement of water in concrete capillaries. In this study, the water movement in wetting cycle with respect to changing water to cement ratios, viz., 40%, 45%, 50%, 55% and 60%, and with varying sand contents, including cement pastes are conducted in laboratory test set-up conditions. The sorptivities values of the test specimens are found rather low, i.e., saturated level rise in the test specimens are very low despite the very high value of surface tensions in representative capillary. Here, a existence of some initial static resisting force in microscopic level is recognized as necessary. The previous work done, by Sharma, A., on this regard is enhanced here in two aspects, one by introducing a static resisting force 11 Yield Shear 11 in microscopic level and the next is a direct approach is applied to equiliberate the driving force from surface tension on a representative capillary to all resisting forces generated from the movement of water. The dynamic resisting force is associated with friction coefficient and rate of level rise. The yield shears and friction coefficients are computed by model with experimental results for given water to cement ratios and mix proportions of sands. These parameters are measure of material properties of a cement mortar. After conducting this investigations, the model is visualized as a development of interface channels system, just like a irrigation canal system and a rice field, with inclusion of sand in cement paste matrix as boulders. First inclusion of sand in dispersed state imparts high resistance to water movements as the path length increases than in a paste matrix without sand and as the absorbant agent to take capillary water from cement paste dispersion. On the other side, densely spaced sand particles are found to develop a sort of continuous interface channels system in which a rapid water movement is expected and paste matrix is in turn irrigated through these channels.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Concrete
General subdivision Permeability
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Maekawa, Koichi,
Relator term Chairperson
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Nimityongskul,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Yamaguchi, Hiroki,
Relator term Examination committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element The Government of Germany (DAAD),
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. ST-92-18
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href=" http://203.159.5.9/ait-thesis/detail.php?q=B16916"> http://203.159.5.9/ait-thesis/detail.php?q=B16916</a>
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a .b10346284
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a 240402
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)
l mnait
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 : 30050003065819
CREATED CREATED : 1995-10-14
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Barcode Barcode : 30050003065793
CREATED CREATED : 1995-10-14
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Barcode Barcode : 30050160022264
CREATED CREATED : 2016-04-04
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 18/08/2026   AIT Thesis no.ST-92-18 30050003065819 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.ST-92-18 30050003065793 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.ST-92-18 30050160022264 18/08/2026 1 18/08/2026 40-Archives
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