The experimental results of artificial normally consolidated clay under four kinds of stress path are presented in the paper.
本文介绍了人工制备的正常固结粘土试样所进行的四种不同应力路径的试验成果。
The finite deformation theory is applied to investigate the effects of boundary condition and loading speed on shear band localization of normally consolidated Fujinomori clay.
基于有限变形理论，研究了正常固结藤森黏土的边界约束效应和加载速度效应。
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