Mechanical properties of vetiver grass-clay composite (Record no. 74641)

MARC details
000 -LEADER
fixed length control field 03688nas|a2200421 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260818154746.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 010720s2001 th uzm rtt 00| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b11830098
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. ST-01-16
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Prachya Munggorn
245 10 - TITLE STATEMENT
Title Mechanical properties of vetiver grass-clay composite
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 2001
300 ## - PHYSICAL DESCRIPTION
Extent 77 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. ST-01-16
500 ## - GENERAL NOTE
General note A thesis submitted in pa1iial fulfillment of the requirements for the degree of Master of Engineering, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 2001
520 ## - SUMMARY, ETC.
Summary, etc. In 1987 Chai Jaturapitakkul investigated the mechanical properties of straw-clay composite and used that material to construct low-cost silo for storage of paddy. The tested results shown that the straw-clay composite is good insulating material and the thermal conductivity of that material is lower than concrete by approximately 20 times. However, the settlement of straw-clay composite was found to be very high as compared another materials. In this research, the settlement and strength was improved by using vetiver grass to replace straw in clay matrix which is used to construct grain silo or low-cost pa1iition walls. Vetiver grass was tested for its moisture content, water absorption and tensile strength. Clay was tested for its water content, specific gravity, Atterberg limits and particle size analysis. The vetiver grassclay composite was tested for its tensile strength, axial compressive strength, flexural strength, shearing strength, bearing strength and density. Six wall panels were constrncted to investigate the settlement and bearing strength by using the vetiver grass-clay composite. Thickness of wall panels were varied 15, 20 and 25 cm. Besides, the wall panels were constructed by different laying patterns namely " straight laying pattern " and " combination of diagonal and straight laying pattern ". The settlement, cumulative water loss, temperature and relative humidity were recorded for a period of 20 days before they were moved to laboratory for bearing tests. According to the testing result, it is evident that the settlement of vetiver grass-clay composite was lower than the straw-clay composite. The bearing strength of straight laying pattern was lower than combination of diagonal and straight laying pattern.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Vetiver
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Composite materials
General subdivision Testing
700 0# - ADDED ENTRY--PERSONAL NAME
Personal name Pichai Nimityongskul,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Zhu, Hongping,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Barry, William Joseph,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element AIT Partial 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. ST-01-16
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B09509">http://203.159.5.9/ait-thesis/detail.php?q=B09509</a>
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a .b11830098
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a 240405
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN) 0
Cataloger's initials, CIN (RLIN) 010720
First date, FD (RLIN) m
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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 : 30050120746267
CREATED CREATED : 2000-02-21
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Barcode Barcode : 30050120746291
CREATED CREATED : 2000-02-21
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909 ## - LOCAL ITEMS USED
Barcode Barcode : 30050160066956
CREATED CREATED : 2016-04-20
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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 50.00   AIT Thesis no. ST-01-16 30050120746267 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 50.00   AIT Thesis no. ST-01-16 30050120746291 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-01-16 30050160066956 18/08/2026 1 18/08/2026 40-Archives
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