1) 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。
2) 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。
3) frost heave force of back of abutment
台背水平冻胀力
4) frozen-heave stress
冻胀应力
1.
Study on early-age frozen-heave stress and the compressive strength rule of the concrete at subzero temperature;
负温混凝土早期冻胀应力与强度发展规律的研究
2.
In this paper,the equipment was designed and developed by ourselves and the regularity of early-age frozen-heave stress of different proportions concrete at subzero temperature was measured(different w/c,anti-freezing agent and air-entraining,fly ash and slag).
自行设计与研制了测量混凝土早期冻胀应力的设备,并通过该设备测量出了不同配比(不同水灰比,掺加防冻剂、引气剂,掺加粉煤灰和矿渣粉)混凝土早期冻后产生冻胀应力的规律;并探讨了不同受冻制度(标养6h后受冻和标养达到其28d强度的30%两种制度)对混凝土抗压强度及抗折强度的影响。
3.
In this paper the equipment was designed and developed by ourselves and early-age frozen-heave stress of control concrete at subzero temperature was measured at the frozen temperature of-5℃,-10℃ and-15℃.
自行设计与研制了测量混凝土早期冻胀应力的设备,通过该设备测量出基准混凝土的温度在-5,-10,-15℃时早期的冻胀应力,进而研究混凝土冻胀应力对混凝土强度及抗冻性能的影响。
5) stress field of frost heave
冻胀应力场
6) the horizontal frost heaving displacement
冻胀水平位移
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