残余强度的英文

• residual strength

• "残余"英文翻译    remnants; remains; residue; ...
• "强度"英文翻译    intensity; strength; magnitu ...
• "抗剪强度残余强度" 英文翻译 :    residual strength
• "剩余强度" 英文翻译 :    residual strength; retained strength
• "结构剩余强度" 英文翻译 :    structural envelope
• "磨损后剩余强度" 英文翻译 :    residual strength after wear and tear
• "残余静力强度" 英文翻译 :    residual static strength
• "残余抗剪强度" 英文翻译 :    residual shear strength
• "残余变形屈服强度" 英文翻译 :    offset yield strength
• "者 余强" 英文翻译 :    qiang yu
• "抗剪强度残余内摩擦角" 英文翻译 :    residual angle of internal friction
• "残余" 英文翻译 :    remnants; remains; residue; survivals; vestiges 残余势力 remaining forces; surviving forces; 封建残余 survivals of feudalism
• "强度" 英文翻译 :    intensity; strength; magnitude; stringency; strike; avidity 辐射强度 radiation intensity; 抗震强度 shock strength; 劳动强度 the intensity of labour; 工作强度 working strength; 抗拉强度 tensile strength
• "serres残余" 英文翻译 :    rests of serres
• "walthard残余" 英文翻译 :    walthard rest
• "残余，残渣" 英文翻译 :    residue
• "残余；遗迹" 英文翻译 :    remnant
• "残余冰" 英文翻译 :    penitent ice
• "残余敞" 英文翻译 :    residual field method
• "残余氮" 英文翻译 :    non protein nitrogen; residual nitrogen
• "残余的" 英文翻译 :    relict; remanent; residualis; residuary
• "残余地" 英文翻译 :    residually
• "残余弓" 英文翻译 :    residual arch; residual dental arch
• "残余拱" 英文翻译 :    remaining arch
• "残余谷" 英文翻译 :    residuial valley

• Comparing the residual strength of the grey - white expansive soil of ningming obtained by three different methods , the results are proved correct in the reference [ 2 ] , and it ' s feasible to determine the residual strength of recompacted specimens
  通过对比3种不同制样方式得到宁明灰白色膨胀土的残余强度，验证了文献[ 2 ]中结论的正确性，进一步探讨了采用膨胀土重塑样确定其残余强度的可行性。
• The thesis also discusses the residual strength after slippage . based on this , the author establishes the analytics of load - settlement of super - long piles in homogeneous soil with the account of shaft resistance degradation and extends to layered soils
  根据工程实际测试结果，提出了发生桩土滑移的桩顶沉降的临界值为0 . 01d 0 . 02d ，并对发生滑移后桩侧土摩阻力残余强度的确定进行了探讨。
• The calculated results show that the stability safety factor calculated by considering progressive failure is less than that obtained by common theory , and the effect of material characteristics on the slope stability that considered progressive failure is obvious
  考虑残余强度时的渐进破坏分析所求出的稳定性安全系数比理论上求出的最小稳定性安全系数要小，而材料特性对安全系数的影响在考虑残余强度时比较明显。
• Abstract : the relationships between the residual strength of the tunnellining damage due to high temperature and ultrasonic velocity were studied on the basis of the experiments on the concrete and members of the tunnel the tunnel damaged by fire were discussed
  文摘:在对隧道衬砌混凝土和构件进行实际烧损试验基础上,探讨了衬砌在高温作用后残余强度与超声波速之间的关系,以及超声检测技术用于测试隧道火灾损伤的适用性和和可靠性。
• By simulating the excavation course of foundation pits and starting with the change of stress field , the regularities of remanent strength and static earth pressure of viscous soil mass under excavated plane are analyzed so that the influence depth due to soil mass excavation unloading may be determined
  摘要模拟基坑开挖过程，由应力场变化方面入手分析开挖面以下粘性土体残余强度和静止土压力的规律性，以期确定土体开挖卸荷的影响深度。
• Changing the grading of sic particles not only affects the strength and pile density , but also modifies the phase compositions and microstructure of the material . with the reducing of sic particles , the strength of the material increases obviously . the nitrification scheme has the greatest influence on phase compositions and microstructure " of si3n4 ( si2on2 ) - sic , after two continuous nitrification reacting peak and short - time high - temperature treating , the best properties can be obtained ; and the residual strength of the composite is much higher after the thermal shock resistance test , which shows that the material possesses excellent thermal shock resistance
  本论文较全面地探讨促进强度和显微结构良好的si _ 3n _ 4 ( si _ 2on _ 2 )结合相的实验条件，实验数据显示：引入适量的烧结助剂能够促进si _ 3n _ 4 ( si _ 2on _ 2 )的生成和晶粒的长大，而过量时，其促进作用反而下降；随着si粉加入量增加，生成的结合相明显增多，复合材料的性能显著提高；改变sic颗粒级配不仅影响复合材料的强度与堆积密度，而且对复合材料的物相与显微结构也有影响，随着颗粒逐渐细化，材料的强度有较大的提高；对复合材料的强度、物相与显微结构影响最大的是氮化制度，经过两个氮化高峰连续的反应和短时间的高温后处理得到的复合材料性能最好；通过抗热震性能实验后复合材料的残余强度较高，显示出较好的抗热震性能。
• The basic physical and mechanical properties , mineral composition , micro structures , swelling potential , consolidated drained triaxial shear strength , parameters of constitutive model and residual strength of the soft clayey rocks were tested in laboratory with a large number of natural samples . the changing trend of the strength about these rocks is obtained by modeling the condition of softening due to immersion . from the principles of modern soil mechanics , the structural and swelling characteristics of soft clayey rocks were analyzed systematically
  本文通过现场调查，查明风化泥质软岩的宏观结构特征，利用现代试验测试手段，取原状土系统进行特殊土室内土工试验，测定土的基本物理力学特性、矿物成分及微观结构、膨胀性、三轴排水剪强度及本构模型参数、软化残余强度，并模拟土体在长期浸水软化后的强度变化趋势，测试该类土的浸水软化残余强度。