1) consolidated-undrained tri-axial compression test
固结不排水剪切
1.
Characteristics of silt before and after modification were compared through consolidated-undrained tri-axial compression test.
对改性土体进行三轴固结不排水剪切试验,测定土体强度指标的变化,通过扫描电镜分析不同微生物改性粉土的微观结构特征,揭示微生物改性粉土的机理。
2) consolidated undrained triaxial compression
固结不排水三轴剪切
3) consolidation-undrained shear test
固结不排水剪切试验
4) unconsolidated-undrained test
不固结不排水剪
1.
In the unconsolidated-undrained test of saturated soft soil, because the applied confining pressure is different with real fact,the friction angle is less than zero,which is not accordant to the traditional theory.
在饱和软土不固结不排水剪试验中,由于周围压力的施加方式不同于土体的实际受荷情况,造成了摩擦角小于零,与理论不相符合的现象。
5) triaxial consolidation draining shear test
固结排水剪切
1.
According to the strength parameter after 8 years interval,triaxial consolidation draining shear test results, and the deposit consolidating character of residual soil , the strength parameter is confirmed for existing slope stability and analyzed with Janbu method.
由残积土时隔8年的强度指标和三轴固结排水剪切试验结果,根据边坡残积土的沉积固结特征,确定了利用Janbu法分析现存边坡的稳定性所取用的残积土强度参数。
6) consolidated-undrained shear test
固结不排水剪(CU)
补充资料：固结
1.牢固团结。 2.凝结;郁结。
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