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frost heave相关的网络例句

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

This paper states main roadbed fault in Heilongjiang province——frost heave, freezing and expanding, and raises its prevention measure.

本文记述了我省公路路基的主要病害—翻浆和冻胀阐述了其产生的原因及设计、施工中的预防措施,并对提高公路使用年限很有帮助。

In order to solve the frost heave and thaw settlement, the model tests were made in Tibetan Plateau.

中国科学院武汉岩土力学研究所岩土力学重点实验室,湖北武汉,430071

The conclusion provides the theoretical basis for applying appropriate restraining pressure to preventing frost heave in engineering field.

并不需要约束压力大到接近或等于&中断压力&的程度,而可以通过加筋或选择适当的结构形式提供约束压力使冻胀的土体向融土区的方向压缩,利用融土的压缩量抵消部分冻胀量,即可在约束压力较小的条件下,使建筑物发生的冻胀位移大大减小。

Which has opened out the basic laws of the interaction among the temperature, moisture, stress and displacement, and their effects on frost heave and thawing settlement.

利用自制的人工冻土冻融试验装置进行模拟试验,完成了开敞与封闭系统下人工冻土的冻结和融化过程模拟,获得了人工冻结土体的温度场、位移场、及应力场变化规律;在总结国内外学者理论研究成果的基础上。

In chilly area, many civil engineering projects have to face the problem of ground frost heave, which can cause unevenness of highway, railway, airport runway and etc. as well as displacement of underground piping, even damage of building foundation construction.

在严寒地区,多种土木工程的应用都需要面对地面冻胀这一难题,此问题的发生会导致公路、铁路、机场跑道等高低不平,底下管道移位,甚至会令房屋的基础结构受损。

According to several diseases caused by seasonally frozen soil subgrade,this paper discussed the seasonal permafrost roadbed on the causes,and introduced several methods to resolve the frost heave disease briefly.

根据季节性冻土地段路基出现的几种病害,论述了季节性冻土路基产生的原因,简要地介绍了几种解决冻胀病害的方法。

Strength of the water-rich rocks increases with the decrease of temperature which is mainly due to the peak intensity of rocks greatly improved by mineral contraction and ice strength and frost heave force with temperature decreasing.

强度随温度降低而增大的主要原因是温度降低时,岩石冻结时的矿物收缩和冰本身的强度及冻胀力使得富水冻结岩石的峰值强度得到提高。

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

Frozen soil ; temperature field ; frost heave model

路基工程;冻土;温度场;冻胀模型

This paper studied an electronic-hydraulic servo force loading system, which is applied on frozen soil frost heave experiment. This system simulates the pressure acted on the subgrade by train in low temperature situation.

本文以应用于冻土冻胀试验的电液伺服力加载系统为研究对象,该系统在一定低温条件下,模拟火车运行时给路基带来的压力。

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