UTCB |

Record Type:	Language materials, printed: analytic (component part)
Author:	Whittle, A.J.
Alternative Intellectual Responsibility:	Kavvadas, M.J.
Statement of Responsibility:	A.J. Whittle, M.J. Kavvadas
Notes:	Formularea modelului constitutiv MIT-E3 pentru argile supraconsolidate
Language:	English
Part of:	JOURNAL of Geotechnical Engineering. An ian. 1994, 120/1, p.173-198
Subject:	argilă supraconsolidată
Subject:	deformaţie
Subject:	model elastoplastic
Subject:	model histeretic
Subject:	plasticitate
Notes:	Formularea modelului constitutiv MIT-E3 pentru argile supraconsolidate

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009 ubfixit050.037 Formulation of MIT-E3 Constitutive Model for Overconsolidated Clays\\923\
100 $a 20230119u########m##u1rumy50######ba
101 $a eng
200 $a Formulation of MIT-E3 Constitutive Model for Overconsolidated Clays $f A.J. Whittle, M.J. Kavvadas
300 $a Formularea modelului constitutiv MIT-E3 pentru argile supraconsolidate
327 $a Formularea modelului constitutiv MIT-E3 pentru argile supraconsolidate
463 $0 144020 $o Published by American Society of Civil Engineers (ASCE) $t JOURNAL of Geotechnical Engineering $v An ian. 1994, 120/1, p.173-198
606 $2 UTCB $3 82366 $7 ba0yba0a $8 rumrum $a argilă supraconsolidată
606 $2 UTCB $3 87964 $7 ba0yba0a $8 rumrum $a deformaţie
606 $2 UTCB $3 97852 $7 ba0yba0a $8 rumrum $a model elastoplastic
606 $2 UTCB $3 97887 $7 ba0yba0a $8 rumrum $a model histeretic
606 $2 UTCB $3 100482 $7 ba0yba0a $8 rumrum $a plasticitate
700 $3 78284 $a Whittle $b A.J.
701 $3 36796 $a Kavvadas $b M.J.
801 0 $a RO $b UTCB $c 20230118 $2 unimarc