1) shear test
剪切实验
1.
The results show that shear strength parameters from a shear test and a triaxial compressive test are not consistent, and that friction angle changes with a regularity of continuous decreasing from the shear of intact rock to the triaxial compression of rock mass to the shear of structural planes.
对红层软岩的大量实验表明,剪切与三轴压缩实验测得的抗剪强度参数值不一致,而且内摩擦角从完整岩石剪切实验、三轴压缩实验到结构面剪切实验呈现出由大到小的规律。
2) in-plane shear test
面内剪切实验
1.
Four commonly used in-plane shear test methods are introduced in this paper.
本文对常见的4种面内剪切实验方法进行了简单介绍。
3) picture frame experiment
像框剪切实验
1.
From the results of the XLT-3400 serial variant microscope and picture frame experiment,the shear mechanisms at different stages are analyzed.
利用像框剪切实验以及力矩平衡,建立了平纹织物初始剪切阶段载荷-剪切角的关系模型。
4) Transient shear experiments
瞬态剪切实验
5) push-out test
剪切黏结实验
1.
Evaluation of factors affecting retention of two fiber posts using push-out test;
两种纤维桩固位影响因素的剪切黏结实验研究
6) simple shear tests
简单剪切实验
补充资料：保险商实验室安全标准(见保险商实验室)
保险商实验室安全标准(见保险商实验室)
safety standards of UL: see Underwriters Laboratories; UL
Baoxianshang Sh啊nshi anquan bicozhun保险商实验室安全标准(saJ七ty stand助dsofUL)见保险商实脸室。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条