SOILS AND FOUNDATIONS
Print ISSN : 1341-7452
AN ELASTO-VISCOPLASTIC CONSTITUTIVE MODEL WITH STRAIN-SOFTENING FOR SOFT SEDIMENTARY ROCKS
TOSHIHISA ADACHIFUSAO OKAMASASHI KOIKE
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2005 Volume 45 Issue 2 Pages 125-133

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Abstract
In general, soft sedimentary rocks exhibit strain-softening and time-dependent behavior. In the present paper, an elasto-viscoplastic constitutive model for soft rocks is proposed, that can universally describe time-dependent behavior such as creep, stress relaxation and strain rate sensitivity by extending Adachi and Oka's elasto-viscoplastic model for frozen sand. It is found that the proposed model can be applied to the time-dependent behavior of a soft tuffaceous rock called Tomuro Stone under the strain rate constant triaxial compression, drained triaxial creep and undrained triaxial stress relaxation.
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© The Japanese Geotechnical Society
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