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首页> 外文期刊>Journal of the Japanese Geotechnical Society >AN ELASTO-VISCOPLASTIC CONSTITUTIVE MODEL WITH STRAIN-SOFTENING FOR SOFT SEDIMENTARY ROCKS
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AN ELASTO-VISCOPLASTIC CONSTITUTIVE MODEL WITH STRAIN-SOFTENING FOR SOFT SEDIMENTARY ROCKS

机译:应变软化的弹性粘弹本构模型

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摘要

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.
机译:通常,软沉积岩表现出应变软化和随时间变化的行为。本文提出了一种软岩的弹黏塑性本构模型,通过扩展Adachi和Oka的冻砂弹黏塑性模型,可以通用地描述时变行为,如蠕变,应力松弛和应变率敏感性。发现该模型可以应用于应变率恒定的三轴压缩,排水的三轴蠕变和不排水的三轴应力松弛条件下的软硬质岩Tomoro Stone随时间变化的行为。

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