Triaxial and large-scaled oedometer tests on the rockfill materials for EGAT dam (Record no. 123191)

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fixed length control field 03844nam|a2200385 i 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field 20260819085237.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field 030299s1985 th 0000|0 eng d
035 ## - SYSTEM CONTROL NUMBER
System control number .b10744423
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number AIT Thesis no.GT-84-22
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name Lin, Wen-peng
245 10 - TITLE STATEMENT
Title Triaxial and large-scaled oedometer tests on the rockfill materials for EGAT dam
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc. Bangkok :
Name of publisher, distributor, etc. Asian Institute of Technology,
Date of publication, distribution, etc. 1985
300 ## - PHYSICAL DESCRIPTION
Extent 95 p.
490 1# - SERIES STATEMENT
Series statement Thesis ;
Volume/sequential designation no. GT-84-22
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, 1985
520 ## - SUMMARY, ETC.
Summary, etc. This research was conducted to investigate the characteristics of compressibility and shear strength on greywacke rockfill for CHIEW LARN DAM, SURATTHANT province, southern Thailand. A review of known investigation of engineering behaviour on granular materials in presented herein, along with the experimental results of author's studies on this subject. The experimental work described herein includes mainly two parts. The first part consists of 22 triaxial tests, organized in series of drained (17 tests) and undrained (5 tests) triaxial compression tests. Rockfill samples were prepared at a dry density of 2.0 and tested at various confining pressure of 5-140 t/m2. All triaxial specimens were 4 inches in diameter and 8 inches high with the maximum particle sized varying from 3/4 to 3/8 inches. Angles of internal friction measured from drained tests were 36.7 to 48.7 degrees depending on which gradation and confining pressure was adopted, while those measured from undrained tests were 38.7 to 45.4 degrees. The second part consists of 8 rarge-scaled oedometer tests, divided into two groups on the basis of different specimen sized. The tests of large size specimens (724 mm dia. x 1000 mm high) were conducted in dry condition and those of small size specimen (9-in dia. x 4-in high) were performed on both dry and saturated samples. All specimens of oedometer tests were prepared at a dry density of 2.0 as well as the triaxial specimen and tested under the static axial load up to 220 t/m2. Vertical strain of 3.3% to 5.4 % were measured on dry samples of different gradations at this stress level corresponding to the particle breakage of 1.5 to 5.1 %. While the vertical strain measured on saturated sample were 7.6 to the vertical strain measured on saturated sample were 7.6 to 8.2 % Through all these triaxial and large-scaled oedometer tests, the effect of the gradation, the particle size, and the stress level on the compressibility and shear strength of greywacke were investigated. The comparison of drained and undrained condition of triaxial tests, dry and saturated samples for oedometer tests were also studied and discussed.
650 10 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element Earth dams
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Balasubramaniam, A.S.,
Relator term Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Rantucci, Giovanni,
Relator term Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name Chandra, Sarvesh,
Relator term Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element Ret-Ser Engineering Agency, R.O.C.,
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-84-22
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified Full-Text
Uniform Resource Identifier <a href="http://203.159.5.9/ait-thesis/detail.php?q=B20050">http://203.159.5.9/ait-thesis/detail.php?q=B20050</a>
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a 240709
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 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 : 30050120551089
CREATED CREATED : 2014-10-03
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Barcode Barcode : 30050160052816
CREATED CREATED : 2016-05-19
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      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library AIT Publications 19/08/2026 50.00   AIT Thesis no.GT-84-22 30050120551089 19/08/2026 3 19/08/2026 22-AIT Thesis (Replacement)
      Available for Loans Asian Institute of Technology Library Asian Institute of Technology Library Archives 19/08/2026     AIT Thesis no.GT-84-22 30050160052816 19/08/2026 1 19/08/2026 40-Archives
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