undrained triaxial test中文是什么意思

• 不排水三轴试验

• "triaxial"中文翻译    n. 有三轴的。
• "test"中文翻译    n. 【动物；动物学】(软体类的)介壳，甲壳；【植物；植 ...
• "consolidated undrained triaxial test" 中文翻译 :    固结不排水三轴试验; 室内土工试验固结不排水试验
• "unconsolidated-undrained triaxial test" 中文翻译 :    不固结不排水三轴试验; 室内土工试验不固结不排水试验
• "undrained triaxial compression test" 中文翻译 :    不排水三轴压缩试验
• "consolidated undrained triaxial compress" 中文翻译 :    室内土工试验压密不排水三轴压缩试验
• "undrained test" 中文翻译 :    不排水试验
• "triaxial test" 中文翻译 :    三轴试验; 三轴压缩试验
• "consolidated undrained compression test" 中文翻译 :    固结不排水压缩试验
• "consolidated undrained shear test" 中文翻译 :    固结不排水剪力试验; 固结不排水剪切试验
• "consolidated-undrained shear test" 中文翻译 :    固结快剪试验
• "consolidated-undrained test" 中文翻译 :    固结不排水试验
• "kconsolidated undrained test" 中文翻译 :    固结不排水试验
• "unconsolidated undrained test" 中文翻译 :    不固结不排水试验
• "unconsolidated-undrained shear test" 中文翻译 :    未压密不排水剪力试验
• "undrained quick shear test" 中文翻译 :    不排水快剪试验
• "undrained shear test" 中文翻译 :    不排水剪力试验; 不排水剪切试验
• "consolidated drained triaxial test" 中文翻译 :    室内土工试验固结排水试验
• "consolidated triaxial compression test" 中文翻译 :    三轴压缩试验
• "consolidated triaxial test" 中文翻译 :    固结三轴试验
• "conventional triaxial test" 中文翻译 :    常规三轴试验
• "cubical triaxial test apparatus" 中文翻译 :    真三轴试验仪
• "cyclic triaxial test" 中文翻译 :    周期加荷三轴试验
• "drained triaxial test" 中文翻译 :    排水三轴试验; 排水轴试验
• "dynamic triaxial test" 中文翻译 :    动态三轴试验; 振动三轴试验

• Unconsolidated - undrained triaxial test
  室内土工试验不固结不排水试验
• Consolidated undrained triaxial test
  室内土工试验固结不排水试验
• Geotechnical investigation and testing - laboratory testing of soil - part 8 : unconsolidated undrained triaxial test iso ts 17892 - 8 : 2004 ; german version cen iso ts 17892 - 8 : 2004
  土工调查和试验.土壤的实验室试验.第8部分:松散的不
• Based on the engineering geologic investigation reports of 22 buildings and the author ' s own tests in lab ( which includes 18 groups of conventional test and compression test , 8 groups of unconsolidated undrained triaxial test and 8 groups of quick direct shearing test ) , taiyuan silt is studied in the paper . firstly , the variability of silt indexes is analyzed . the analyses results show the change laws on variability , in addition , the average value and variability coefficient ranges of silt indexes are given for reference
  本文以太原地区粉土为研究对象，在收集、整理了22个建筑工程场地勘察报告和作者室内试验成果( 18组常规试验和压缩试验、 8组不固结不排水三轴剪切和8组直剪快剪试验)的基础上，对太原粉土作了以下方面的分析研究：首先研究了粉土工程性质指标的变异性，得出了变异系数的变化规律，给出了各工程性质指标均值和变异系数范围的建议值。
• The research involves two problems how to estimate the water and earth pressures on the supporting structure around a foundation pit and choose the strength parameters . the paper analyses the shear strength parameters for the unconsolidated - undrained triaxial test and the consolidated - undrained triaxial test in layered soil
  课题从室内三轴试验着手，通过大量的试验对不同深度下各层土体的不固结不排水抗剪强度指标和固结不排水抗剪强度指标进行了比较和分析。