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1)  artificial frozen soil temperature field
人工冻土温度场
1.
In order to optimize the frozen plan,have a good grasp of the artificial frozen soil temperature field development and treat the emergency,it is necessary to understand the effect degree of artificial frozen soil temperature which is caused by different indefinite heat parameter.
为优化冻结方案、准确掌握人工冻土温度场发展状况、处理紧急情况,需要了解变热工参数对人工冻土温度场的影响程度。
2)  Temperature field of frozen soil roadbed
冻土路基温度场
3)  calculation of temperature field of permafrost
冻土温度场计算
1.
In calculation of temperature field of permafrost,the discontinuous thermal interface is simplified into a film layer,the thickness of which is recognized as zero.
建立了冻土温度场计算中经常涉及的三类位置固定的热间断面的温度衔接条件和计算处理方法。
4)  permafrost temperature
冻土温度
5)  artificial frozen soil
人工冻土
1.
Research on parabolic yield-surface creep constitutive model of artificial frozen soil;
抛物线型屈服面人工冻土蠕变本构模型研究
2.
Research status of dynamic properties of artificial frozen soil and its significance
人工冻土动态力学特性研究现状及意义
3.
Based on the data of artificial frozen soil and polycrystalline ice in uniaxial creep tests and the result of structure duplication electronmicroscope, this paper discussed the microstructure damage behaviour and change characteristic of frozen soil in the creep process.
依据人工冻土的单轴蠕变试验资料和结构复型—电镜分析结果,讨论了冻土蠕变过程的微结构损伤行为与变化特征。
6)  artificially frozen soil
人工冻土
1.
Cold end temperature-changing experimental research on the artificially frozen soil;
变冷端温度的人工冻土冻结试验研究
2.
Numerical calculation of creep displacement of artificially frozen soil under combined stresses;
复杂应力状态下人工冻土蠕变数值模拟
3.
The small-strain stiffness characteristic of artificially frozen soil in deep alluvium was investigated at different initial confining pressures and frozen temperatures by secant Young’s modulus representing the soil stiffness.
5%时,深部人工冻土的刚度随应变发展变化的趋势,分析了造成K0固结后冻结土体杨氏模量与未冻土体杨氏模量较大差异的原因,讨论了冻结温度和初始围压对K0固结后在受载状态下冻结的冻土刚度大小的影响以及对冻土屈服后刚度衰减速度的影响。
补充资料:焊接温度场


焊接温度场
field of weld temperature

hanJ旧wenduchang焊接温度场(field of weld temperature)指金属焊接过程中的某一瞬间,金属怀接接头中各点的温度分布状态。通常用等温线或等温面来表示。所谓等温线或等温面就是把焊件上瞬时温度相同的各点连接在一起成为一条线或一个面。各等温线或面不能彼此相交,而它们彼此之间存在着温度差。热能集中则温度场的范围小。影响温度场的因素很多,其中主要有:(l)热源的性质和焊接规范;(2)被焊金属的热物理性质;(3)焊件的形态;(4)热源的作用时间和移动速度。焊接温度场决定了焊接应力场和应变场,它还与冶金、结晶、相变过程有不可分割的联系,使之成为影响焊接质量和生产率以及金属焊接性的主要因素之 (李维茜)
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