The combination of the unified hardening parameters and Cam-clay model, and the comparison with the test results, show that this parameter can be used to constitutive model simply and effectively.
还将该统一硬化参量直接和修正剑桥模型结合，并与试验结果对比，表现出描述剪胀特性的简单性和有效性。
The combination of the unified hardening parameters and Cam-clay model, and the comparison with the test results, show that this parameter can be used to constitutive model simply and effectively.
还将该统一硬化参量直接和修正剑桥模型结合，并与试验结果对比，表现出描述剪胀特性的简单性和有效性。
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