根据试验结果建立了考虑温度影响的非饱和土抗剪强度公式和切线杨氏模量公式。
The formulas of shear strength and Young's tangent modulus taking account of temperature were proposed.
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.
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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