1.
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
2.
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
3.
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
4.
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
5.
Study on the Failure Mechanism and Treatment Technology of the Expansive Soil Slope of MRP
膨胀土(岩)渠道破坏机理和处理技术研究
6.
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
7.
Failure Mechanism and Treatment Technology of Expansive Soil Slope of Middle Route Project
南水北调中线膨胀土(岩)地段渠道破坏机理和处理技术研究
8.
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
9.
A Discussion on the Classification Index of the Frost Heave of the Canal Base soil
关于渠道基土的冻胀性分类指标问题探讨
10.
Experiment Research on Freezing Damage of Canal Lining at Ningxia Irrigation Area;
宁夏灌区渠道衬砌工程防冻胀试验研究
11.
Studies on Visual Simulation Analytical System about Frozen Swelling of Canal Lining Block;
渠道衬砌体冻胀可视化仿真分析系统研究
12.
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
13.
Simulation on frost heave of channels with asphalt concrete and polymer cement waterproof material
聚合物涂层与沥青混凝土衬砌渠道冻胀模拟
14.
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
15.
Discuss on the Application of Frost-heaving Resistant Measures for Rigidity Lining Channel in Cold Regions
寒冷地区刚性衬砌渠道抗冻胀措施的应用探讨
16.
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。
17.
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
18.
The Research of Seepage Control and Frost Heave Resistance of Irrigation Area Canal Lining in the Xiliaohe Plain;
西辽河平原区灌区渠道防渗衬砌抗冻胀试验研究