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APPLICATION OF ANICREEP MODEL TO MURRO TEST EMBANKMENT

机译:ANICREEP模型在Murro测试路堤中的应用

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摘要

Murro test embankment on soft sensitive clays is analyzed with a recently proposed elastic-viscoplastic model ANICREEP.Model parameters for foundation soils are determined in a straightforward way based on conventional triaxiai and oedometer tests.The comparisons between calculations and field measurements demonstrate that the new model coupled with consolidation theory can be satisfactorily and easily used for describing the long-term behavior of soft sensitive clays under embankment loading.
机译:使用最近提出的弹性粘塑性模型ANICREEP分析软敏感粘土上的Murro试验路堤,并基于常规的Triaxiai和Oedometer试验以直接的方式确定基础土的模型参数,计算结果和现场测量结果的比较表明新模型结合固结理论可以令人满意和容易地用于描述路堤荷载下软敏黏土的长期行为。

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