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Shear behavior of an unsaturated silty sand due to suction changes (Record no. 106418)

MARC details
000 -LEADER
fixed length control field	03346nas a2200421 4500
005 - DATE AND TIME OF LATEST TRANSACTION
control field	20260818213901.0
008 - FIXED-LENGTH DATA ELEMENTS--GENERAL INFORMATION
fixed length control field	980904s1998 th uu m rtt 0\| a1eng
035 ## - SYSTEM CONTROL NUMBER
System control number	.b11723774
099 #9 - LOCAL FREE-TEXT CALL NUMBER (OCLC)
Classification number	AIT Thesis no. GE-97-16
100 1# - MAIN ENTRY--PERSONAL NAME
Personal name	Manivannan, Ganeshalingam
245 10 - TITLE STATEMENT
Title	Shear behavior of an unsaturated silty sand due to suction changes
260 ## - PUBLICATION, DISTRIBUTION, ETC.
Place of publication, distribution, etc.	Bangkok :
Name of publisher, distributor, etc.	Asian Institute of Technology,
Date of publication, distribution, etc.	1998
300 ## - PHYSICAL DESCRIPTION
Extent	98 leaves :
Other physical details	ill.
490 1# - SERIES STATEMENT
Series statement	Thesis ;
Volume/sequential designation	no. GE-97-16
500 ## - GENERAL NOTE
General note	A thesis submitted in partial 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
520 ## - SUMMARY, ETC.
Summary, etc.	Drained triaxial tests were conducted in a Triaxial apparatus, specially designed for unsaturated soils, in order to analyze the shear behavior of Khon Kaen soils. Three tests were carried out with constant suction values of 0, 50, 100 kPa and three with varying suction values while testing. The three different changing values are 200 --+ 100 --+ 0, 200 --+ 50 --+ 0, 200 --+ 50 --+ 200 kPa. All the tests were performed for both loose and dense specimens with the same confining pressure of 100 kPa. The test results presented here, give a feeling of effect of suction on shear strength, volumetric behavior and drainage characteristics in both states of soil. As the experiments conducted with the actual field conditions, the results obtained may be a good match with the real situation. In addition, they can be clearly explained by Kohgo's elastoplatic model. Loose specimens show strain hardening behavior where as dense specimens show strain softening behavior. Increase in suction increases the strength of the soil regardless of its state. In loose state of soil, change in volume decreases with the increase in suction. But in dense state, the higher the suction the larger the shear strength hence dilatancy is more. Amount of drainage increases with the suction. But in lower suction values drainage is very much less and perhaps water goes into the soil.
650 #0 - SUBJECT ADDED ENTRY--TOPICAL TERM
Topical term or geographic name entry element	Shear strength of soils
General subdivision	Testing
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Kohgo, Yuji,
Relator term	Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Shibuya, Satoru,
Relator term	Co-Chairperson
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Balasubramaniam, A.S.,
Relator term	Examination Committee
700 1# - ADDED ENTRY--PERSONAL NAME
Personal name	Lin, Der Guey,
Relator term	Examination Committee
710 2# - ADDED ENTRY--CORPORATE NAME
Corporate name or jurisdiction name as entry element	Government of Japan,
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. GE-97-16
856 ## - ELECTRONIC LOCATION AND ACCESS
Materials specified	Full-Text
Uniform Resource Identifier	<a href="http://203.159.5.9/ait-thesis/detail.php?q=B12820">http://203.159.5.9/ait-thesis/detail.php?q=B12820</a>
907 ## - LOCAL DATA ELEMENT G, LDG (RLIN)
a	.b11723774
b	mnait
c	x
902 ## - LOCAL DATA ELEMENT B, LDB (RLIN)
a	240405
998 ## - LOCAL CONTROL INFORMATION (RLIN)
Operator's initials, OID (RLIN)	0
Cataloger's initials, CIN (RLIN)	980904
First date, FD (RLIN)	m
--	a
--	x
--	0
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 : 30050120717979
CREATED	CREATED : 1997-07-04
RECORD Id	RECORD # : i12091431
LPATRON	LPATRON : 1013085
LCHKIN	LCHKIN : 2000-07-08
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909 ## - LOCAL ITEMS USED
Barcode	Barcode : 30050120717953
CREATED	CREATED : 1997-07-04
RECORD Id	RECORD # : i12091443
LPATRON	LPATRON : 1026679
LCHKIN	LCHKIN : 2016-04-18
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909 ## - LOCAL ITEMS USED
Barcode	Barcode : 30050160081146
CREATED	CREATED : 2016-05-17
RECORD Id	RECORD # : i1298047x
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Holdings
Not for loan	Home library	Current library	Shelving location	Date acquired	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	AIT Thesis no. GE-97-16	30050120717979	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. GE-97-16	30050120717953	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. GE-97-16	30050160081146	18/08/2026	1	18/08/2026	40-Archives

Shear behavior of an unsaturated silty sand due to suction changes (Record no. 106418)

AIT

Asian Institute of Technology Library