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permafrost相关的网络例句

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与 permafrost 相关的网络例句 [注:此内容来源于网络,仅供参考]

Two kinds of model were designed to horizontal drain structure embankment and the ventilation embankment in suit. The effect of horizontal plastic drain was analyzed in contrast with the ventilation embankment. The mechanisms of horizontal plastic drain were studied in permafrost, such as gravity draining in the superficial layer and structure stiffing in the embankment in the theory. According to the design theory, the parameters of horizontal plastic drain were confirmed in the embankment. The values of deformation were inspected by fiber monitor system in the permafrost embankment.

摘 要:为了解决青藏高原的冻土浅层雨季雨水下渗和蒸发所产生的冻土冻胀与融沉问题,在青藏高原开展水平排水板结构性路基和普通通风路基的原位模型对比试验,并从理论上探讨水平排水板在多年冻土路基中浅层重力排水和结构加劲的作用机理,确定水平排水板的铺设参数;运用光纤监测技术对水平排水板在多年冻土路基中的变形进行监测,对比分析水平排水板铺设与否这2种条件下冻土路基变形监测结果。

The mean annual ground temperature and ice content of the permafrost are chosen as two important parameters for evaluating the engineering geology stability in permafrost regions.

在冻土工程地质稳定性评价和分区中,选择多年冻土年平均地温和含冰量二个主要指标进行评价和分区。

According to measured data of ground temperature along QXH, the relationships among thermal thaw-erosion sensibility, freezing-thawing process, seasonally thawing depth and permafrost ground temperature, among permafrost temperature, mean annual ground temperature and seasonally thaw depth and among surface landscape stability, freezing-thawing hazards and their forming possibility are systemically analyzed.

通过青藏公路沿线实测资料,分析了冻土热融蚀敏感性与冻融过程、季节融化深度及多年冻土顶板温度关系;冻土热稳定性与多年冻土顶板温度、年平均地温及季节融化深度的关系;地表景观稳定性与冻融灾害之间的关系及产生的可能性。

The local factors such as topography, vegetations and soil moisture contents, have great influences on the distribution, ground temperatures, and ground ice contents of permafrost. About 50 km of wetlands have been identified along the China-Russia crude oil pipeline route. In these segments, the surficial deposits consist of peat and humic layers on the top of thick ground-ice, or ice-rich permafrost. The frozen ground engineering geology conditions in wetlands generally are the worst for building and operating the pipeline. The hazardous periglacial processes, such as the widespreadpresence of pingos, icings and frost mounds due to the extensive occurrence of the frost-susceptible soils and ample supplies of surface and ground waters in winter pose significant threats on pipeline operation.

地形地貌单元、植被分布、地表水分条件的变化等局部因素对多年冻土的分布和地下冰的赋存产生重要的影响,管道沿线大约分布有50 km左右的沼泽湿地,其表层为腐殖质土及泥炭层,泥炭层下面分布着含土冰层或地下冰,是管道沿线最差的冻土工程地质地段;由于中俄原油管道沿线水系发育多,冻胀丘、冰椎和冰幔等不良冻土现象广泛分布。

The following types of engineering geological zones are determined: a zone of practically continuous permafrost, a zone in which permafrost and meltwater deposits coexist, and a zone of thawed and unfrozen rocks. All of them are subdivided into subzones.

已经确定了以下工程地质区类型:永久性的多年冻土区域、多年冻土和融化沉积共存区域,以及融化和不冻岩石区域,它们再细分为亚区。

Comparison results show that heat pipe work is not continuous but fluctuant in one work cycle about five months,its actual working time is two-thirds of one work cycle,the cooling effect of heat pipe subgrade in winter is obvious,which is good for the contained cool increase of soil body and improves subgrade heat stabilization,there is a decrease for its cooling strength with the increase of horizontal distance,its effective operating radius is 2.25 m,its maximum cooling strength is in evaporation segment in depth direction,which low the thaw sensitivity of permafrost in the seasonal thaw layer about permafrost table.

研究发现,热棒在约为5个月的工作周期内并非连续工作而呈波动式,实际工作时间为工作周期的2/3;热棒路基冬季降温效果明显,有利于路基土体冷储量增加,提高路基热稳定性;热棒在路基中的降温强度,水平方向随距离增大而衰减,有效作用半径为2.25 m,深度方向在热棒蒸发段最大,降低上限附近季节融化层冻土热融敏感性。

Engineering damages of embankment in permafrost regions are mainly caused by thaw settlement of permafrost.

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。

Embankment construction in permafrost zone, breaking with the outside surface of the original natural thermal balance, trigger a re-distribution of underground temperature, making the embankment on both sides of the natural surface permafrost thaw.

在多年冻土区修建路堤,打破了原来天然地表与外界的热力平衡,引起地下温度场重新分布,使得路堤两侧的天然地表下冻土的融沉。

The subgrade damages are divided into two-types: high subgrade and low subgrade damages. High subgrade damages of which are related to the embankment height and slope directions maily include longitudinal cracks and subgrade cracks. The higher of the embankment height, the greater of the happening rate. The mechanisms of high subgrade damages formation are analyzed by the observed dates of soil temperature within the embankment and damages survey. In warm permafrost regions, the damages are mainly caused by the formation and development of the thaw bulb and thaw layer. In cold permafrost regions, the damages are mainly caused by frozen bulges.

围绕这些病害特征及形成过程,提出了将多年冻土区填土路基病害分为低路基病害与高路基病害,目前青藏公路路基的病害形式主要表现为以纵向裂缝与路基开裂为主的高路基病害,并提出了高路基病害与路基高度及坡向直接相关,路基高度越高,高路基病害发生的几率越大;通过对高路基地温观测数据的分析,并结合高路基病害的调查结果,研究得出了不同地温区高路基病害的形成机理,提出高温冻土区主要是由于融化盘与融化夹层的形成与发展所引起的,低温冻土区主要是由于冻结核的形成与发展所引起的。

Permafrost regions ; oil pipelines ; permafrost ; frost heave and thaw settlement ; engineering design and construction

寒区输油管道;多年冻土;融沉和冻胀;工程设计和施工

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