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1)  tangential frozen heaving force
切向冻胀力
1.
Combining with a manual berth project in frozen area park,frictional resistance and uplift displacement of piles induced by tangential frozen heaving force are decided by in-site test.
结合寒冷地区某公园人工湖船台工程,通过现场试验,确定船台桩基切向冻胀力作用下的摩阻力值和上拔位移。
2)  frost heaving pressure
切向冻胀应力
1.
This paper analyzes the function process of frost heaving pressure which causes the quality problem of "upward freezing pulling" about shipway pile foundation,and research to conduct experiment survey on application effect of the developed engineering prevention measures.
论述了切向冻胀应力引起船台桩基础"冻拔"质量问题的作用机理;研究制定的"冻拔"质量问题的工程防治措施应用效果的实验监测。
3)  normal frozen-heave force
法向冻胀力
1.
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
2.
The relationships between the normal frozen-heave force produced in the frozen-heave process of low liquid-limit clay and the factors,such as clay temperature,water content,dry density and frozen-heave ratio,were analyzed based on the normal frozen-heave force experiment of zero displacement balance method and numerical statistics method.
首先,通过零位移平衡法的法向冻胀力试验,应用数理统计方法,分析了低液限黏土在冻结过程中产生的法向冻胀力与土体的温度、含水量、干密度、冻胀率等因素的关系,建立了法向冻胀力与冻胀率的线性回归方程,提出可以使用冻胀率对低液限黏土的法向冻胀力进行分级,并给出了适合路基填料的低液限黏土法向冻胀力分级标准;然后,通过加荷固结稳定后的冻胀试验,分析了上覆荷载对冻胀的影响;最后,将低液限黏土的法向冻胀力的分级标准与现有规范对比,得出各冻胀性类别的法向冻胀力界限值基本相同。
4)  Tangential frost heave
切向冻涨力
5)  lateral frost heave
侧向冻胀
6)  frost-heaving ratio and frost-heaving stress
冻胀率和冻胀力
补充资料:切向力
物体作曲线运动时,在其轨道切线方向上所受到的力。它使物体获得切向加速度。如平抛运动中,重力的切向分力将产生切向加速度,使物体的切向速度逐渐增大。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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