thaw settlement中文是什么意思

• 融沉陷

• "thaw"中文翻译    vi. 1.(冰、雪等)解冻，融化。 2.〔口语〕(冰冷 ...
• "settlement"中文翻译    n. 1.解决。 2.决定。 3.镇定；安定。 4.固定 ...
• "thaw" 中文翻译 :    vi. 1.(冰、雪等)解冻，融化。 2.〔口语〕(冰冷的身体)渐渐温暖起来。 3.(态度、感情等)缓和起来。 It thaws.＝It is thawing. 解冻了。 The ground has thawed out. 雪已经融化了。 After the talk, he began to thaw. 谈话之后，他的态度开始缓和下来。 vt. 使融化；使暖和。 thaw out the frozen assets 解除对资产的冻结。 thaw (out) the guests 使客人们不再拘束。 n. 1.融雪，融霜；解冻。 2.缓和。 3.融雪[融霜]的温暖气候。 a silver thaw 树冰，雾冰。 A thaw has set in. 融雪的气候[解冻的时节]到了。 a thaw point 露点。 adj. -less (永)不融化的。
• "in settlement of" 中文翻译 :    解决
• "settlement" 中文翻译 :    n. 1.解决。 2.决定。 3.镇定；安定。 4.固定；定着。 5.澄清；沉淀；沉淀物；沉积物；【地质学；地理学】沉陷。 6.和解。 7.整理；清理。 8.支付；清算；清偿；结账；决算。 9.殖民；殖民地；居留地；租界；(新)住宅区；居民点。 10.〔美国〕部落；村落。 11.殖民团体；(一地的)居民社会。 12.居住权。 13.成家；有家属。 14.【法律】(财产的)授与；让渡；处理。 15.(房屋等的)下沉。 16.(作为慈善事业的)贫民区社会改良团体。 a settlement out of court 【法律】(自行)和解。 terms of settlement 和解条件。 the International S- (昔时上海等处的)公共租界。 a marriage settlement 【法律】结婚时的财产授与处理。 a social settlement 社会服务处。 come to a settlement 1. 解决。 2. 决定。 3. 和解。 make a settlement on [upon] 授财产给。 reach a settlement＝come to a settlement.
• "coefficient of thaw" 中文翻译 :    融化系数
• "defrost; thaw" 中文翻译 :    化冻
• "freeze thaw" 中文翻译 :    冻结熔化; 冷冻-融化,冻融
• "freeze-thaw" 中文翻译 :    冻结熔化; 冻融
• "january thaw" 中文翻译 :    一月解冻
• "period of thaw" 中文翻译 :    解冻期
• "river thaw" 中文翻译 :    河流解冻
• "silver thaw" 中文翻译 :    [frost] 【气象学】雨淞，冻雨 (＝glitter ice)。
• "summer thaw" 中文翻译 :    夏融
• "thaw (melt)" 中文翻译 :    融化
• "thaw basin" 中文翻译 :    融洼地
• "thaw bowl" 中文翻译 :    冻土融化盘; 融化盘
• "thaw bulb" 中文翻译 :    融泡
• "thaw collapse" 中文翻译 :    融沉
• "thaw compression" 中文翻译 :    融化压缩
• "thaw consolidation" 中文翻译 :    融固结作用
• "thaw depression" 中文翻译 :    融冻洼地; 融洼地; 溶洼
• "thaw depth" 中文翻译 :    融化深度
• "thaw drip" 中文翻译 :    解冻流出液
• "thaw dripping" 中文翻译 :    解冻滴液, 化霜水

• Forst heaving and thawing settlement of subgrade in seasonal frozen soil zone
  季节冻土区公路路基细粒土冻胀敏感性研究
• Application of thawing settlement coefficient to the research on the roadbed frost damage of freeway in seasonal frost region
  季节冻土区高速公路路基土中的水分迁移变化
• Engineering damages of embankment in permafrost regions are mainly caused by thaw settlement of permafrost
  摘要多年冻土区道路病害主要是由路基下冻土温度升高融化下沉引起。
• When a buried pipeline goes through permafrost zone , thermal action between medium in pipeline and permafrost occurs and causes the frozen earth thawing , so the thaw settlement forms around the pipeline
  摘要埋地油气管道通过永冻土地带时，由于管内介质与周围的冻土发生了热力作用，使冰土解冻，在管道周围形成融化圈。
• 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。
• Thaw settlement cause negative friction . this paper base on the thought of " initiative cooling " , aim at three problems existing in common concrete pile used in frozen soil , a new type of pile is proposed to overcome the disadvantages of the classical pile used in frozen soil . pile body within active layer is fluted and refilled with porous materials such as gravels and ballasts , convection will be occur and then thermal exchange inside porous material in winter while only heat conduction exists in summer , as a result the soil around flutings will be cooled , so the top line of permafrost will be drive up
  本文基于“主动冷却”地基的思想，以及针对冻土地区普通混凝土桩存在的三大问题，提出了一种新型桩的设计思路，运用数值仿真试验手段对其冷却机理与加固机理进行了系统研究，即在冻融活动层的深度范围内，在混凝土桩身的表面刻槽，修筑完时槽内填充碎石、块石等多孔介质，通过外界大气温度的自然波动下多孔介质在冬季时存在的对流换热机制，而在夏季只存在热传导，来达到主动冷却桩周冻土和抬升冻土上限的目的。
• 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。
• In order to study the features of freeze - thaw settlement in the permafrost , in this paper a two - dimensional numerical model of deformation and stress fields in embankment is established , together with finite element method , to calculate the distributions of deformation and stress fields of the freezing soil in an embankment
  摘要为了研究冻土的冻胀特性对公路路基稳定性的影响，建立了冻土路基变形场及应力场的二维数值计算模型，并应用有限元法求解路基土体冻结时变形场和应力场的分布规律。
• 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。
• The numerical simulation indicate that it promote permafrost growth and accelerate the course of recover frozen greatly after fluting via natural convection dropping temperature effect , the top line of permafrost rises greatly , consequently enhance pile bearing capability and so do the capability for resisting frost heaving and thaw settlement
  数值仿真分析的结果表明，桩身刻槽后，利用多孔介质自然对流降温效应，促进了冻土的发育，使桩的回冻时间大为缩短；冻土上限大幅度抬升，从而使得桩的承载力提高，抗冻胀融沉性能提高。