1.
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
2.
Research Progress of the Structure Form for Seepage Prevention with Resistance to Frost Heaving
抗冻胀渠道防渗的结构形式研究进展
3.
Study of cold damages on lining structure and prevention measurement in cold regional tunnels
寒区隧道衬砌结构冻胀破坏分析及防治措施
4.
Research on Large Channel Anti-frostheaving Bank Revetment Structures with High Water Level in Seasonal Frozen Soil Region
季节冻土区高地下水位大型渠道防冻胀护坡结构研究
5.
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
6.
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
7.
Research on Reno Mattress Revetment Frost Heave Adaptability Model Test
雷诺护垫结构冻胀适应性室内模型试验研究
8.
Simulation Analysis of Channel Frost Heave under High Groundwater Level
高地下水位灌排渠道衬砌结构抗冻胀数值模拟
9.
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
10.
Study on Mechanism and Prevention of Frost Heaving and Frost Boiling in Seasonally Frozen Road;
季冻区道路冻胀翻浆机理及防治研究
11.
Study on the Prescription of Super-thin Intumescent Fire Retardant Coatings for Steel Structures;
超薄膨胀型钢结构防火涂料配方研发
12.
Component Choice of Steel Structure Intumescent Fire-Retardant Coatings
钢结构用膨胀型防火涂料组分的选择
13.
Research on Structure of Anti-Seepage Channels in Seasonal Frozen Soil Region;
季节冻土区渠道防渗结构型式的研究
14.
Experimental study on rate of frost heave by artificial freezing
人工冻结冻胀速率试验研究(英文)
15.
Research on the Influence of Frost Heave of Frozen Soil to Derrick Footing in Freezing Sinking Shaft;
冻结法凿井冻土冻胀对井架基础影响的研究
16.
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
17.
Study on Application of Expandable Graphite in Intumescent Fire-Retardant Coatings for Steel Structures
可膨胀石墨在膨胀型钢结构防火涂料中的应用研究
18.
The nature of the soil is the main factor determining the heaving charactor, therefore if the heaving soil were displaced with non-heaving soil, such as sand or gravel the retaining wall be protected.
在一定条件下将挡土墙后冻胀土换填成非冻胀土，则可达到防治墙体冻胀破坏目的。