研究表明，在复杂应力条件下，随着围压增大，峰值抗压强度明显提高，塑性变形明显增大。
The results indicate that the peak values of compressive strength and the plastic deformation will increase significantly with the increment of the confining pressure.
得出了各种强度指标、变形模量及峰值应变与混凝土抗压强度的回归关系式 ，加深了对超高强混凝土的力学性能的认识。
The thesis presents several regression equatons that of others strengths, modulus of deformation and peak strain with compressive strength. It offers some importaint data for utilization of…
得出了各种强度指标、变形模量及峰值应变与混凝土抗压强度的回归关系式 ，加深了对超高强混凝土的力学性能的认识。
The thesis presents several regression equatons that of others strengths, modulus of deformation and peak strain with compressive strength. It offers some importaint data for utilization of…
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