建立了初始切线模量与围压、超固结比、初始孔隙比之间的关系式，并通过三轴试验进行验证。
The relations between initial tangential modulus, confining pressure, over-consolidation ratio and initial void ratio were deduced, and were proved through triaxial compression test.
试验结果表明，随温度的升高，非饱和土的抗剪强度增加，初始切线杨氏模量增大。
The research results showed that specimens with higher temperatures showed higher shear strengths and Young's tangent modulus.
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