静三的英文

• seizo

• "静"英文翻译    still; calm; motionless
• "三"英文翻译    three
• "静三郎" 英文翻译 :    seizaburo
• "静入口, 待用入口" 英文翻译 :    inactive entry
• "静山" 英文翻译 :    cheng san; chengsanelectoralconstituencyinsingapore; seizan
• "静如止水" 英文翻译 :    still water
• "静山里" 英文翻译 :    changsan ri; changsan-ri
• "静如死潭" 英文翻译 :    as calm as a pond [pool] of dead water; as quiet as a stagnant pool
• "静善" 英文翻译 :    seizen
• "静如空室" 英文翻译 :    be as still as an empty room
• "静尚" 英文翻译 :    shizunao
• "静如坟墓" 英文翻译 :    as still as the grave

• Based on laborary study with triaxial shear tests , direct shear tests , compression tests , and expansiveness tests of the expansive soil in an ' kang area , shanxi province , p . r . china , the influence of structural behavior on expansibility , shearing strength and compression is discussed
  本文对安康地区膨胀土进行了较为详尽的室内静三轴试验，直剪试验，压缩试验，膨胀性试验，讨论了结构性对其压缩性、强度特性、膨胀性的影响。
• If asphalt concrete specimen is in stabilization by exert confining stress before the static triaxial test , it is then found that under the condition that time is long enough , the volume of the specimen will shorten gradually and stable around a fixed value , and the amount of compression is essentially the half of the volume of void itself . it is also found that in stabilization by exert confining stress the linear phrase will be shorten in the figure of the static triaxial test of specimen , while the initial tangent modulus will be augment . 3
  在进行静三轴试验以前先对沥青混凝土试件进行围压稳定，发现在时间足够长的条件下，试件的体积会逐渐缩小，并逐渐稳定在某一定值，其压缩量基本上为其本身孔隙体积的一半；经围压稳定后的试件静三轴试验曲线上的线性阶段明显缩短，而初始切线模量增大。
• At present plenty of experimental study has been made on the materials and structural performance of asphalt concrete cores in the world , and the design methods and construction technique as well as equipments have been more mature . however , there is still lack of the research of its basic performance . in this thesis , in combination with the actual project , the experimental study has been employed with the field core specimen and the specimen made in laboratory , mainly include the static triaxial test , confinement pressure stabilization test and stress relaxation test
  目前，国内外对沥青混凝土心墙的材料和结构性能已进行了一些试验研究，其设计方法、施工工艺和设备较为成熟，但其基本性能研究方面显得较为薄弱，本文结合实际工程对沥青混凝土心墙的芯样和试验室成型的试件进行了试验研究，主要包括静三轴试验、围压稳定试验以及应力松弛试验研究，得到以下基本结论： 1
• The static triaxial test of two engineerings shows that the breaking strength of asphalt concrete declines significantly as the temperature rises and the strain increases noticeably when breaking . increase in the asphalt content leads to decrease in tangent modulus and cohesion , but the internal friction angle tends to increase . increasing confining stress results in the augment of the maximum stress and the ultimate value of volumetric strain
  两个实际工程的静三轴变形与强度试验表明，随着温度升高沥青混凝土破坏强度明显降低，破坏时应变明显加大；沥青含量的增加会导致切线模量和凝聚力降低，但内摩擦角趋于增加；周围压力增大会导致最大应力_ d增大，其体变压缩极限值也越大。