Horpibulsuk and Rachan (2004) MODIFIED HYPERBOLIC MODEL FOR CAPTURING UNDRAINED SHEAR BEHAVIOR

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MODIFIED HYPERBOLIC MODEL FOR CAPTURING UNDRAINED SHEAR BEHAVIOR

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CONTRIBUTORS:

	Author:	Horpibulsuk, S.
	Author:	Rachan, R.
	Associate Editor:	Teknomo, Kardi (Ateneo de Manila University)
	Associate Editor:	Don, Nguyen Cao (Institute of Lowland Technology, Saga University)
	Editor:	Araki, Hiroyuki
	Editor:	van de Ven, Frans H.M.
	Editor:	Budkowska, Bozena B.

JOURNAL:

Lowland Technology International, 6(2), 11 - 20.

YEAR:

2004

PUB TYPE:

Journal Article

SUBJECT(S):

lowland technology

DISCIPLINE:

Engineering and Applied Sciences

HTTP:

http://www.ilt.saga-u.ac.jp/ialt/lti/jnls/lti_volume6.html#p11_20

LANGUAGE:

English

PUB ID:

103-411-244 (Last edited on 2005/02/15 00:41:21 US/Mountain)

SPONSOR(S):

ABSTRACT:
The hyperbolic and modified hyperbolic models are proposed to predict the stress~strain response of the uncemented, naturally cemented and induced cemented clays under undrained shear so as to suggest the simple analysis and assessment. The hyperbolic responses of stress ratio and shear strain ( h , e s ) as well as of effective mean principal stress and shear strain ( p �� , e s ) are introduced to assess the undrained shear behavior of the uncemented and naturally cemented clay. The modified hyperbolic responses are employed for the induced cemented clays. These models consist of the parameters, which control the constitutive behavior of the uncemented, naturally cemented, and induced cemented clays in undrained situation. These parameters are easily determinable from standard triaxial tests. The predicted and laboratory responses are in good agreement.

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