本文通过对灰砂砖及灰砂砖砌体的较系统的试验研究，得出了灰砂砖砌体的抗压强度、抗剪强度、弹性模量、泊桑比系数、含水率、吸水率及软化系数等。
This paper has arrived at the compressive strength, shear strength, modulus of elasticity, poisson's ratio, moisture content, water absorption and softening factor of lime-sand brick masonry.
对混凝土的抗剪强度、静力及动力剪切模量和弹性模量作了实验研究分析。
Experimental studies were conducted on concrete shear strength, static and dynamic modulus of rigidity and Youngs modulus.
并且给出用与切线模量相关的标准确定加工硬化型应力——应变关系曲线的破坏点的方法，提供了利用任意固结度下的应力路径求解不排水抗剪强度的计算式。
The method to ascertain the damage point of process harden type stress-strain curve was shown, and the calculate expression of shear strength used by stress path under random consolidation degree.
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.
建立抗剪强度与车辙评价指标和模量的关系。
Establishment of shear strength and modulus of evaluation index and rut.
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.
应用推荐