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Applications of CBR and plate bearings tests in the Bangkok area with respect to pavement design (Record no. 6977)

MARC details
000 -LEADER
fixed length control field	03250cas a2200409 a 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field	20260817163012.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field	090421s1979 th uu\|m rtt 0\| a1eng d
035 ## - SYSTEM CONTROL NUMBER
System control number	.b10089743
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number	AIT Thesis no.1018
100 0# - MAIN ENTRY--PERSONAL NAME
Personal name	Kittipong Suppatkul
245 10 - TITLE STATEMENT
Title	Applications of CBR and plate bearings tests in the Bangkok area with respect to pavement design
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc.	Bangkok :
Name of publisher, distributor, etc.	Asian Institute of Technology,
Date of publication, distribution, etc.	1979
300 ## - PHYSICAL DESCRIPTION
Extent	250 p.
490 1# - SERIES STATEMENT
Series statement	Thesis ;
Volume/sequential designation	no. 1018
500 ## - GENERAL NOTE
General note	A thesis submitted in partial fulfillment of the requirements for the degree of Master of Engineering of the Asian Institute of Technology, Bangkok, Thailand
502 ## - DISSERTATION NOTE
Dissertation note	Thesis (M.Eng.) - Asian Institute of Technology, 1979
520 ## - SUMMARY, ETC.
Summary, etc.	California Bearing Ratio (CBR) and plate bearing tests (12" and 30" m. plate) were conducted in a shallow field test pit on Bangkok Clay and in a 2 deep concrete test pit in which a pavement structure consisting of compacted clay, lateritic soil and crushed rock aggregate had been built. Extensive CBR testing was also performed in the laboratory on unoaked and soaked samples of clay, lateritic soil and crushed rock aggregate compacted at various efforts. CBR-values obtained in the concrete test pit were somewhat lower than laboratory values for all three materials in the unoaked condition, where as those measured in the field test pit were slightly higher. Design CBR values were selected as 2%, 25% and 70% for the clay, lateritic soil and crushed rock, respectively. The coefficient of subgrade reaction, k, from 12" plate tests was about twice the value of the 3011 plate and the ratio of k-values between clay, lateritic soil and crushed rock was about 6:3 :1. In--situ soaking of clay greatly reduced the k-value. Results from repetitive plate bearing tests indicated a considerable decrease of allowable pressure with increasing number of load repetitions. Finally, the results were used for estimating the layer thickness in a rigid and flexible pavement using three different design procedures,
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element	Pavements
General subdivision	Design and construction
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Brenner, R.P.,
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	Holmberg, Soren,
Relator term	Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element	The Royal Netherlands 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. 1018
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified	Full-Text
Uniform Resource Identifier	<a href="http://203.159.5.9/ait-thesis/detail.php?q=B22355">http://203.159.5.9/ait-thesis/detail.php?q=B22355</a>
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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)
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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	20-AIT Publication
942 ## - ADDED ENTRY ELEMENTS (KOHA)
Koha item type	40-Archives
909 ## - LOCAL ITEMS USED
Barcode	Barcode : 30050120862320
CREATED	CREATED : 1994-05-16
RECORD Id	RECORD # : i10096103
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Barcode	Barcode : 30050003020194
CREATED	CREATED : 1994-05-16
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Barcode	Barcode : 30050160089024
CREATED	CREATED : 2016-04-29
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Holdings
Not for loan	Home library	Current library	Shelving location	Date acquired	Cost, normal purchase price	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	17/08/2026	10.00	AIT Thesis no.1018	30050120862320	17/08/2026	1	17/08/2026	20-AIT Publication
Available for Loans	Asian Institute of Technology Library	Asian Institute of Technology Library	AIT Publications	17/08/2026	10.00	AIT Thesis no.1018	30050003020194	17/08/2026	2	17/08/2026	20-AIT Publication
Available for Loans	Asian Institute of Technology Library	Asian Institute of Technology Library	Archives	17/08/2026		AIT Thesis no.1018	30050160089024	17/08/2026		17/08/2026	40-Archives

Applications of CBR and plate bearings tests in the Bangkok area with respect to pavement design (Record no. 6977)

AIT

Asian Institute of Technology Library