PVC-P地质膜的寿命预测 在高温下浸入水中
Xianlei Zhang1, Jingxin Zheng1, Hesong Liu2
1School of Water Conservancy, North China University of Water Resources and Electric Power, Zhengzhou 450046, China.
Polymers
|June 13, 2025
概括
塑化聚乙烯基化物地质膜 (PVC-P GMBs) 的耐用性对水至关重要. 较高的增塑剂含量和厚度显著延长了PVC-PGMB的使用寿命,确保了长期的运行安全.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 材料科学 材料科学
- 聚合物科学 聚合物科学
背景情况:
- 塑化聚乙烯地质膜 (PVC-P GMBs) 是水力结构如水中的关键防漏部件.
- 确保这些地质膜的长期运行耐用性对于基础设施安全至关重要.
研究的目的:
- 在模拟操作条件下评估PVC-PGMB的使用寿命和降解机制.
- 开发PVC-PGMB的名义失效时间 (TNF) 的预测模型.
主要方法:
- 在三种类型的PVC-PGMB上进行了水浸式加速老化试验.
- 进行了轴向拉伸试验,以评估机械性能的退化.
- 我们使用阿雷尼乌斯方程来构建一个降解模型来预测TNF.
主要成果:
- PVC-P GMB 的 TNF 受到水温,塑化剂含量和 GMB 厚度的显著影响.
- 高温加快了增塑剂的损失;较高的初始增塑剂含量和增加的厚度扩展了TNF.
- 在20°C时,预测的TNF从49.05年 (材料A) 到153.76年 (材料B),而材料C (更厚) 达到181.30年.
结论:
- 增加塑化剂含量和GMB厚度是提高PVC-PGMB运行寿命的有效策略.
- 开发的降解模型为评估PVC-PGMB在水下应用中的长期性能提供了理论基础.
- 这些发现支持PVC-PGMB在水库底部和死水水平以下的可靠应用.
更多相关视频
12:00Preparation of Light-responsive Membranes by a Combined Surface Grafting and Postmodification Process
Published on: March 21, 2014
11.8K
07:15A Testing Platform for Durability Studies of Polymers and Fiber-reinforced Polymer Composites under Concurrent Hygrothermo-mechanical Stimuli
Published on: December 11, 2014
13.8K
相关概念视频
Effect of Sea Water on Concrete
200
Concrete exposed to seawater can undergo degradation like the dissolution of ettringite and gypsum, increasing the material's porosity and decreasing its strength. In contrast, the crystallization of salts within the concrete's pores can cause expansion, particularly above the waterline where evaporation occurs. Nonetheless, this expansion only happens when seawater, enabled by the concrete's permeability, manages to infiltrate the structure.
Concrete in areas between tide marks,...
Concrete in areas between tide marks,...
200
Waterproofing and Anti-Bacterial Admixtures in Concrete
75
Concrete's susceptibility to water absorption is due to the capillary action within the pores of its hydrated cement paste. This action draws water in, creating the need for waterproofing admixtures to prevent such penetration. The efficacy of these admixtures is contingent upon the water pressure, with variations arising from different conditions such as rain, capillary rise, or hydrostatic pressure in structures intended to hold water.
Waterproofing admixtures render concrete hydrophobic,...
Waterproofing admixtures render concrete hydrophobic,...
75
Masonry in Cold and Hot Weather Conditions
81
In cold weather, masonry construction requires specific precautions to ensure mortar does not freeze before curing, as this can significantly weaken its strength and watertightness. Mortar temperature should be maintained between 60°F and 80°F to support proper hydration and curing. Below 40°F, mortar water must be heated, but should not exceed 120°F as high temperatures can reduce mortar's compressive and bond strength.
Other key practices include keeping masonry units...
Other key practices include keeping masonry units...
81
