1) horizontal frost-heaving force
水平冻胀力
1.
Based on the mechanism analysis of frost-heaving force emerging in the retaining structure with row-piles and frozen soil wall for deep foundation pit,releasing-pressure holes are used to reduce horizontal frost-heaving force.
在分析深基坑排桩冻土墙围护结构的冻胀力产生机理的基础上,提出采用卸压孔法来减小水平冻胀力。
2) frost heave force of back of abutment
台背水平冻胀力
3) the horizontal frost heaving stress
水平冻胀应力
1.
The paper discussed the "frost heave" function of the horizontal frost heaving stress on the retaining wall,analyzed the morphology and formation of the retaining wall horizontal frost heaving displacement,implementation and evaluation of the prevention and control measures on the "frost heave damage".
论述了水平冻胀应力对挡土墙的"冻胀"作用,分析挡土墙冻胀水平位移的形态及成因,研究制定的"冻害"防治措施的实施和效果评估。
4) the horizontal frost heaving displacement
冻胀水平位移
5) lateral swelling pressure
水平膨胀力
1.
The lateral swelling pressure was smalle.
试验结果表明重塑膨胀土的三向膨胀力不等,水平膨胀力小于竖向膨胀力;给出了膨胀力与初始含水量和干密度的关系式,为工程建筑物的稳定分析提供了依据。
6) frost-heaving ratio and frost-heaving stress
冻胀率和冻胀力
补充资料：冻胀丘
冻胀丘是由于地下水受冻结地面和下部多年冻土层的遏阻，在薄弱地带冻结膨胀，使地表变形隆起，称冻胀丘。冰锥是在寒冷季节流出封冻地表和冰面的地下水或河水冻结后形成丘状隆起的冰体。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条