Triaxial test on compacted weathered clay reinforced by nonwoven geotextiles (Record no. 123197)

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fixed length control field 03905cam a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260819085238.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 191198s1994 th r 0000|0 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10744496
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no. GT-93-11
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name Nguyen Huy Uy Vu
245 10 - TITLE STATEMENT
Title Triaxial test on compacted weathered clay reinforced by nonwoven geotextiles
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1994
300 ## - PHYSICAL DESCRIPTION
Extent 83 leaves
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-93-11
500 ## - GENERAL NOTE
General note A thesis submitted in partial fulfilment of the requirement for the degree of Master of Engineering, School of Civil Engineering
502 ## - DISSERTATION NOTE
Dissertation note Thesis (M.Eng.) - Asian Institute of Technology, 1994
520 ## - SUMMARY, ETC.
Summary, etc. This study is concerned with the laboratory properties of compacted Bangkok clay reinforced by nonwoven geotextiles. Two type of geotextiles, namely, Polyfelt TS420 and TS700 have been invei;tigR1.ed. Three series of 1.riaxial teR1.s on 4 inches diameter samples with and without reinforcement have been conducted. One series of CH J tests on wet specimen compacted at 29% moisture content. The other two series were UU tests on partly saturated samples compacted at wet and dry side of optimum with the moisture content of 29% and 2 1 %, respectively. All specimens were prepared at 95% of standard Proctor compaction. It was observed from this study that most of the failure envelopes in both types of tests, UU and CTU, of the reinforced Ramp lei; almost paralleled hut higher to that of the corresponding unreinforced one with the enhancement of the apparent cohesion intercept. This implied that the geotextiles were stretching during shear. For stiffer geotextile, TS700, at 2 and 1 layers of reinforcements, both friction angle and apparent. cohesion increased although only slightly for friction angle. The strength ratio, R, increased with increasing of stiffeners and number of layers of the fabric in all types of tests. The strength ratio of t.5 and 2 were obtained from UU tests. on wet samples reinforced by 3 layers of TS420 and TS700, respectively. The moisture content at compaction also affected significantly on the strength ratio in UU tests. The wet samples yielded the much higher values of R in comparison t o that of the dry one. For wet specimens compacted at the same moisture content, the CHJ tests gave lower value of R in comparison with UU tests. This is because of the fact that the non-woven geotextile increased the shear strength of the reinforced soil not only by the induced shear resistance caused by the internal reinforcement inclusions hut also hytl1e local drainage in to the geotextile from the surrounding soil.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Geotextiles
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Clay
General subdivision Thailand
-- Bangkok
-- Testing
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Bergado, Dennes T.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Sugimoto, M.,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Thai's Government,
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. GT-93-11
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B15925">http://203.159.5.9/ait-thesis/detail.php?q=B15925</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a .b10744496
b mnait
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a 240403
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)
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 : 30050003018883
CREATED CREATED : 1995-10-16
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CREATED CREATED : 1995-10-16
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CREATED CREATED : 2016-05-26
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 19/08/2026   AIT Thesis no. GT-93-11 30050003018883 19/08/2026 1 19/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 19/08/2026   AIT Thesis no. GT-93-11 30050003018891 19/08/2026 2 19/08/2026 20-AIT Publication
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 19/08/2026   AIT Thesis no. GT-93-11 30050120308233 19/08/2026 1 19/08/2026 40-Archives
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