融沉的英文

• thaw collapse

• "融"英文翻译    melt; thaw
• "沉"英文翻译    sink
• "融沉陷" 英文翻译 :    thaw settlement
• "冰融沉积" 英文翻译 :    fluvioglacial deposit
• "融沉系数" 英文翻译 :    coefficient of thaw-subsidence
• "融沉因数" 英文翻译 :    thaw subsidence factor
• "融层" 英文翻译 :    thaw layer
• "融冰指数" 英文翻译 :    thawing index
• "融冰箱" 英文翻译 :    ice box
• "融成一体" 英文翻译 :    merge into one organic whole
• "融冰洼地" 英文翻译 :    asgruben
• "融触接头" 英文翻译 :    fused junction
• "融冰室" 英文翻译 :    thawing room

• The analysis on season ' s frost swelling and subgrade stabilizations
  季节性冻土地区路基的冻胀与融沉
• Construction of subgrade in seasonally frozen soil zone
  融沉系数在季冻区高速公路路基冻害研究中的应用
• Experimental research of the additional melting force on single pile in saturated soil
  饱和土中单桩融沉附加力的试验研究
• The continual freezing and expanding , melting and submerging and melting and sinking of roadbed are the main problem on the building and maintaining of road in frozen earth area
  路基周而复始的冻胀、融沉和热融滑塌是冻土地区道路建设和维护所面临的主要难题。
• This article introduces the status quo of engineering and technology of foreign pipelines in permafrost regions , and puts forward the relative countermeasures for the construction of pipelines in the regions in allusion to the frost heaving and thaw settlement of country rock and soil along the pipeline route
  摘要介绍了国内外冻土地区管道工程技术现状，针对冻土地区管道沿线和周围（岩）土的冻胀和融沉问题，提出了相应的对策。
• From experimental result , i preliminarily know that eps is good thermal insulation material because the absorption of water is low and heat insulation is good , it is practicable at preserving temperature field of frozen earth roadbed and bringing frozen disaster under control ; second , according to the analysis of the eps that is applied into practical project , i have studied the practical effect which eps preserve roadbed temperature field , and the influence that was made after building field . i have get that eps can influence moisture content and frozen upper limit , through practical measuring data , i have studied freezing and expanding quantity and melting and submerging quantity during a complete frozen and melting cycle as well as have expanded and proved the practical application effect of eps with some reference significance to deep research of some connected problems . finally , through computer data analysis , setting up the analytical model of finite unit , i have simulated the temperature field of roadbed heat preservation , then expounded and proved that the height of embankment influenced the effect of thermal insulation material
  其一是对聚苯乙烯泡沫塑料( eps )保温板以及天然路基土层、路堤填料进行了室内试验分析，结合国内外现在的有关科研成果，综合确定其各项特征参数；从试验结果初步认识到聚苯乙烯泡沫塑料是一种吸水率低，隔热性好的保温材料，在冻土路基温度场的保护和冻害治理方面是可行的；其二通过eps保温板在现场工程实践中的应用分析，研究了保温板在保护路基土层温度场的实际效果以及修筑路堤后造成的影响，保温板对土体含水量、冻结上限的影响，通过实测资料，研究了在一个完整的冻融周期内整个路基的冻胀量和融沉变形量，论证了保温板的实际应用效果，对有关问题的进一步研究和相关工程设计具有参考意义；其三，通过计算机数值分析，建立有限元分析模型，对保温路基的温度场进行了模拟计算，论证了路堤高度对保温材料效果的影响。
• Two test methods are employed : one is loading the samples before thawing , and the other is loading the samples after completely thawed . the coefficient of thaw settlement as a function of granule , as a function of water , and also as a function of dry density are protracted ; besides , the consolidation coefficient of thawed samples as a function of granule , as a function of water , and as a function of dry density are protracted . we can discover from the test results that the thaw - settlement coefficient and the consolidation coefficient of thawed samples are mainly relevant to the granule , dry density and the water content they have little to do with the geology and geography factor of the frozen soils
  为了研究季节冻土区工业民用建筑的基础浅埋稳定性问题,特开展了有关季节冻土的融化压缩特性的研究,先后在内蒙古农业大学三个比较典型的建筑地点取了将近三百个试样,在室内进行试验,采取两种试验方法即先融化后压缩试验法和同时融化压缩试验法,通过对这三个不同地点的两种不同的试验方法的试验结果进行对比分行,分别绘制了融沉系数与冻土的含水(冰)量、干容重以及颗粒级配的关系曲线;融化压缩系数与冻土的含水(冰)量、干容重以及颗粒级配的关系曲线,由试验结果发现冻土的融沉系数和融化压缩系数都与冻土的含水量呈正向相关关系,可近似的用线性方程来表示;两种实验方法的总沉降量与冻土的含水量呈正向相关关系,与冻土的干容重呈反向相关关系,也可以近似的用线性方程来表示。
• They have raised all kinds of engineering steps on roadbed against frozen disaster , for example , adopting the reasonable height of roadbed , building ventilative embankment , setting up the defense , burying hot metal stick , making use of stone to protect slope and laying thermal insulation and heat insulation material etc , laying eps is one of these special steps
  针对路基冻害问题，人们对路基冻胀、融沉和温度场特征进行了广泛研究，提出了各种路基抗冻害的工程措施，如选用采用合理的路堤高度，修筑通风路堤，设置护道，埋设热棒，利用片石护坡和铺设保温隔热材料等特殊工程措施。
• Results showed that the temperature distribution of the traditional embankment was asymmetrical ; the asymmetrical status was changed after ripped - rock revetment was installed and the soil under the ripped - rock was cooled obviously ; the ripped - rock revetment could cool embankment and adjust the temperature difference between the north - facing slope and the south - facing slope ; the ripped - rock revetment was an available technique to protect embankment from thawing settlement and longitudinal cracks in permafrost regions
  结果表明：普通路基的阴阳坡两侧温度分布极不对称；铺设抛石护坡后，这种状况得到了很大改善，并且抛石护坡下土体温度明显降低；抛石护坡能够降低路基温度和调节路基阴阳坡的温度差异；抛石护坡是多年冻土区防治路基融沉和纵向裂缝病害的一种可行措施。
• One of the most important one is the piles on the poor geological conditions such as saturated permafrost soil or underneath ice layers , such as : 1 . frozen soil beside piles is thawed caused by construction and cement hydrate heat , it need quite time to recover freezing again ; 2 . frost heaving sometimes pull up piles ; 3
  冻土地区桩基普遍存在着： 1由于施工、水泥水化等造成桩周冻土融化，需相当长时间内才能回冻； 2桩周冻土冻胀对桩的“冷拔”作用往往将桩拉断； 3桩周冻土融沉引起负摩阻力。