冻胀力,frozen-heave force英语短句,例句大全

冻胀力,frozen-heave force
1)frozen-heave force冻胀力
1.The design of frozen wall in deep alluvium is a difficult problem of freezing shaft sinking, at present, few research have reported in detail on the characteristic of frozen wall with loopy freezing pipe, not to mention the characteristic of its temperature field, moisture field and frozen-heave force of it.深厚冲积层冻结壁的设计是冻结法凿井中的难题,目前对三圈管冻结壁的形成特性研究较少,而对三圈管冻结壁形成过程中的温度场、水分场和冻胀力应力研究至今还未见有详细的报道。
2.The conclusion is that the frozen-heave force is most lager between center tubes , then outer tubus and inner tubus.对三圈管冻结壁形成过程中冻胀力进行了室内相似模型试验,得出中圈管的管间冻胀力最大,而外圈管和内圈管的管间冻胀力相对较小。

英文短句/例句

1.Experimental Study on Indoor Uniaxial Frost-heaving Constitutive Relation and Frost-heaving Force of Tunnel in Frozen Earth Region;室内单轴冻胀本构试验及冻土隧道冻胀力模型试验研究
2.Study on Principle of Tunnel Freeze Injure and Calculation Method of Frost Force;隧道冻害机理及冻胀力计算方法的研究
3.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
4.In-Situ Measurements and Analysis of Frost-Heave Pressure Inside and Outside the Ice Wall During Freeze Sinking冻结法凿井冻结壁内外部冻胀力的工程实测及分析
5.Establishment of Mechanics Models and Numerical Stimulation of Irrigation and Draining Canal with Concrete Lining;灌排渠道衬砌结构冻胀力学模型及数值模拟
6.Analysis on effect of pre-increasing load on the clay normal frozen-heave force预施荷载对黏土法向冻胀力的影响分析
7.Numerical Simulation Study on Distribution of Temperature Field and Frost Force of Lining for Tunnel in High Altitude and Severe Cold Region;高海拔严寒地区隧道温度场分布规律及衬砌冻胀力数值模拟研究
8.Mechanics Models of Frost-Heaving and the Research of Anti-Frost Heave Structure for Lining Canal渠道衬砌冻胀破坏力学模型及防冻胀结构研究
9.Study on Frost-Heave Stress and Thermal Stress of Concrete under Freezing Condition;受冻条件下混凝土冻胀应力与温度应力的研究
10.Establishment and Application of Mechanics Models of Frost Heaving Damage of Concrete Lining Open Canal;砼衬砌渠道冻胀破坏力学模型及应用
11.Influences of Lining Stiffness Distribution on Frost Heave Pressure on Cold Regional Tunnels寒区隧道衬砌刚度分布对冻胀压力的影响
12.Experimental Investigation on Triaxial Frost Heaving Stress-Strain Relationship of Saturated Clay饱和粘土三轴冻胀应力-应变关系试验研究
13.Establishment of Mechanics Models and Numerical Stimulation of Frost Heaving Damage of U-Shape Canal with Concrete Lining;大U形混凝土衬砌渠道冻胀破坏力学模型及数值模拟
14.Structural Force Analysis of Reinforced Concrete Structure under the Condition of Frost Heave in the Earth and the Study about Its Control钢筋混凝土结构在地基土冻胀中的结构受力分析和防治研究
15.Research of the frost heaving destruction mechanics model of the concrete lining channel in trapezoidal section with curved slop toe弧形坡脚梯形渠道砼衬砌冻胀破坏的力学模型研究
16.Study on Frost Heave Mechanics and Measure of Prevent Frost Heave of Aeolian Soil;风积砂土冻胀机理及防冻胀措施的研究
17.Discussion on the Forecasting Freezing Volume in Anti-frost Design Code关于抗冻胀设计规范中冻胀量预报的讨论
18.Salt and Frost Heaving Composite Diseases of Frozen Saline Soil Area冰冻盐渍土地区公路盐胀和冻胀综合病害

相关短句/例句

frost force冻胀力
1.The precondition of control fissure to be damaged and expanded was put forward,and the calculation formulation of frost force on control fissure under freezing condition was established.提出了主控结构面损伤扩展的条件,建立了冻结状态下作用在主控结构面上的冻胀力计算公式,通过工程实例给出了公式的运用方法,分析了影响主控结构面冻胀力大小的因素,为危岩发育机理的深入研究奠定了理论基础。
2.Along with the development in west China ,the problem of the bad effect of frost force on lining structure in cold regional tunnels has increasingly stand out, cold regional tunnels construction has faced grim challenge .冻胀力对寒区隧道衬砌结构的影响及其防治对策一直是我国寒区隧道工程科研难点与重点,是寒区隧道工程建设和运营面临的严峻挑战。
3.In this paper, the formulae of Laplace transform with respect to time for frost forces of the liner frozen surrounding rock unfrozen surrounding rock system are derived from the elastic viscoelastic correspondence principle.利用弹性粘弹性相应原理，导出了衬砌－正冻围岩－未冻围岩系统冻胀力在拉氏象空间中的有关算式，然后采用数值逆变换的方法，求得了寒区隧道的冻胀力和衬砌应力。
3)frost-heaving force冻胀力
1.In the deep excavation, row-piles are imposed larger horizontal frost-heaving force, but the force value is intractable to ascertain exactly.在排桩冻结深基坑工程中，冻结壁将对排桩产生较大的水平冻胀力作用，但冻胀力的大小难以确定。
4)frost-heave force冻胀力
1.For tunnels in frozen zone, different countermeasures should be considered for the sake of being both safe and economical when different frost-heave forces are applied on the tunnel lining.以昆仑山隧道为背景,首次提出冻胀力等级划分的标准。
5)frost heave force冻胀力
1.On the frost heave force of cold region soft rock tunnels and frost damage prevention and treatment;寒区软岩隧道的冻胀力及冻害防治浅析
2.A calculation of frost heave force on the tunnel in cold region was carried out and the frost heave force on the tunnel in cold region was analyzed from the aspect of lining thickness,a formula is presented for determining the lining thickness and the frost damage prevention measures are put forward.对寒区隧道所受的冻胀力进行了计算,从衬砌厚度方面对寒区隧道所应受到的冻胀力进行了分析,提出了衬砌厚度的求解公式,提出了冻害防治对策。
3.Frost heave force which acts on the lining structure is induced by the fact that the water between lining structure and wall r.根据寒区硬岩隧道冻胀力产生的机理,推导冻胀力的计算公式,并以此得出冻胀力的分布规律服从正态分布。
6)frost-heaving ratio and frost-heaving stress冻胀率和冻胀力