解冻温度场,melting temperature field
1)melting temperature field解冻温度场
1.3-D finite element analysis ofmelting temperature field in hield tunneling horizontal freezing reinforcing engineering盾构出洞水平冻结解冻温度场三维有限元分析
英文短句/例句
1.3-D finite element analysis of melting temperature field in hield tunneling horizontal freezing reinforcing engineering盾构出洞水平冻结解冻温度场三维有限元分析
2.Research on the freezing wall temperature field of three-circle pipes with partical heat preservation in deep mine shaft深井三圈管局部保温冻结温度场研究
3.It"s crucial? o understand the dynamic change of frozen soil temperature field in analyzing stability of frozen soil roadbed.了解冻土路基温度场的动态变化对冻土路基稳定性分析具有重要的指导意义。
4.Research on Calculation Method for Temperature Field of Frozen Soil Considering Irregular Layout of Freezing Pipes;任意冻结管分布下冻土温度场计算方法研究
5.The Temperature Field Study on Cup-shaped Freezing Soil Wall of Horizontal Freezing Reinforcement for Shield Tunneling Setting Out盾构出洞水平冻结加固杯型冻土壁温度场研究
6.Distribution Law of Temperature Field and Research on Frost Heave Force Action on Tunnel Lining季冻区隧道温度场分布规律及衬砌冻胀力分析
7.Numerical Simulation of Temperature Field of Frozen Soil by Artificial Ground Freezing with Two Circle Horizontal Tubes双圈水平冻结冻土帷幕温度场数值模拟
8.Experimental Study of the Temperature Field in a Frozen Wall Influenced by a Seasonal Frozen Soil Layer季节冻土层影响下冻土墙温度场模型试验研究
9.Numerical Simulation of Freeze Temperature Field and Frost Heave in Subway Tunnel Construction with Artificial Ground Freezing Method地铁隧道冻结法施工冻结壁温度场及地表冻胀位移数值试验研究
10.Time and Temperature Distribution of Ohmic Heating Thawing Beef牛肉欧姆加热解冻的时间与温度分布
11.Numerical Simulation for Temperature Field of Roadbed on Permafrost with Insulation;多年冻土区含保温夹层的路基温度场数值模拟
12.Temperature-displacement field coupling analysis in freeze-thaw process of soil土体冻融过程温度场与位移场耦合分析
13.Study on Temperature Fields and Frost Heave and Thaw Settlement of Railway Culvert in Permafrost Region;高原多年冻土涵洞温度场及地基土冻融变形规律研究
14.A research on frozen wall temperature field thawing characters under multi-coil tube freezing多圈管冻结下冻结壁温度场融化特性的实测研究
15.Analysis of influencing parameters of temperature field within freezing wall of subway tunnel construction with horizontal ground freezing地铁隧道水平冻结法施工冻结壁温度场影响参数分析
16.Numerical simulation and study on temperature field and freezing time in food-frozen processing食品冻结过程温度场及冻结时间的数值模拟与实验研究
17.Numerical Simulation of Thermal Field of Roadbed under Cement Concrete Pavement in Permafrost Region多年冻土区水泥混凝土路面下冻土路基温度场数值分析
18.Re-distribution of temperature field of artificial ice wall affected by heat of concrete hydration混凝土水化热对人工冻土墙温度场分布的影响
相关短句/例句
Thawing temperature解冻温度
3)freezing temperature field冻结温度场
1.The model is capable of simulating the developing process offreezing temperature field with preferable precision, because it can simulate the.考虑了冻结孔的实际偏斜状况,提出了基于平面有限元模型的冻结温度场数值反演及模拟方法。
2.The paper introduced the composition,principle and optical fiber cable layout plan of the monitoring and measurement system for thefreezing temperature field based on the distributed optical fiber temperature sensors.分析冻结法凿井施工采用分布式光纤温度传感器进行温度场监测的可行性,给出了基于分布式光纤温度传感器的冻结温度场监测系统的组成、原理和光缆布设方案。
4)temperature field under many row of freezing pipes多排冻结温度场
5)temperature field of freezing wall冻结壁温度场
1.Modeling test oftemperature field of freezing wall and inverse heat conduction problem;冻结壁温度场模型试验及其导热系数反分析
2.In this paper, the numerical simulation procedures oftemperature field of freezing wall are illustrated by using ANSYS software, including the creating geometry model, applying boundary condition and load, solving equations and analyzing the results.冻结壁的热学分析是地层冻结法的关键技术理论,本文主要介绍了利用ANSYS有限元软件对冻结壁温度场分布进行数值模拟的基本过程,包括模型的建立,问题的求解及结果分析,具有一定的参考价值。
6)Temperature field of frozen soil roadbed冻土路基温度场
延伸阅读
解冻解冻ice breaking-up(iee breaking一uP)在热力或水二作用下，冰盖破裂形成流冰，致使主流畅通，很明流状态的现象，俗称开河。按开河的原因可分止开”“武开”和“半文半武开”三种开河形式。文开河是以热力因素为主的开河。这是l温由O℃以下上升至O℃以上，冰盖逐渐融化解}河形式。当气温回升至0℃以上，冰面受热开好因土壤增温较为迅速，岸冰首先在岸边的冰面土以后在河心的冰面上出现融冰水，于是整个冰:冰水所浸润、冰盖的强度大大的减低，这时再兰扩大，继之发生冰块滑动，并随水流漂浮而下，在漂流过程中，互相碰撞而破碎。同时由于河1的释放，水位下降，浅滩上搁浅大量的冰块就地这种开河形式，一般不会出现过大的凌峰流量，致产生严重的冰凌卡塞现象。武开河是以水力因素为主的开河。这是-下游河段气温尚低.冰质较强的情况下，由于_段受水力或热力作用，造成下游河段“水鼓冰开河形势。导致武开河的原因，主要是封冻河段上之突然增大，引起水位上升，当水位上升的幅度;定程度时，把冰盖鼓裂，使大块的冰凌伴随河丰水蜂涌而一F，迫使下游河段节节解冻开河。冰壑越多，水量越集越大，便叮形成较大的凌峰流董往产生严重的冰凌卡塞，带来较大的威胁。有些河流的开河过程，往往是在封冻冰层;化，冰层结构解体以后，遇到水位上涨，致使办裂，形成流冰，导致开河，此种开河属半文半武 (王文素到文目夏“于气狗开呱比舰酗嵘粼呱杯杜啊籽髓平墉龄往泥卫可量岂:’Ii)
