PLA/PBAT排水板降解引起的力学与水力性能劣化

    Deterioration of mechanical and hydraulic properties caused by degradation of PLA/PBAT prefabricated vertical drains

    • 摘要: 中国千万级人口城市多分布于软土地区,其经济总量约占全国GDP的21%。软土具有高含水量、高压缩性、低强度等特点,常需进行地基处理。排水固结法作为常用方法,通过设置排水板加速孔隙水排出,提高土体强度并降低工后沉降。然而,工程中广泛采用的PP/PE排水板难以自然降解,预压期后仍具排水功能,易导致工后沉降速率偏大。为此,课题组研发了基于PLA/PBAT的新型可降解排水板。本研究通过室内加速试验,模拟不同温度与软土/模拟土壤溶液环境,系统表征了排水板降解过程中宏观力学与水力学性能的衰减规律。结果表明:排水板性能衰减与降解时间及环境温度密切相关,温度越高衰减越快;软土环境中试样的抗压强度与通水量衰减较模拟土壤溶液中更为显著。相关性分析进一步表明,在不同条件下,排水板的分子量、通水量与抗压强度三者均呈现高度一致的关联性。该研究为可降解排水板在软基处理中的耐久性设计与工程应用提供了重要依据。

       

      Abstract: Soft soils are widespread in megacities of China, they may account for 21% of the national GDP, soft soils characterized by high water content, high compressibility and low shear strength, and often require ground improvement to satisfy engineering requirements. Preloading method is one of the most commonly adopted methods for soft ground improvement, which involves installing prefabricated vertical drains (PVDs) to shorten drainage paths and accelerate pore water dissipation, thereby enhancing soil strength and reducing post-construction settlement. However, conventional PP/PE PVDs hardly biodegradable in soil, so they may retain drainage capacity after the preloading stage. This can result in an undesirably high rate of post-construction settlement. To address this issue, the research team has developed a novel biodegradable PVD based on a PLA/PBAT blend. This study involves conducting a series of laboratory accelerated degradation tests under simulated environmental and temperature conditions, in order to systematically quantify the deterioration of the macroscopic mechanical and hydraulic performance of PLA/PBAT PVDs during degradation. The results indicate a strong positive correlation between performance decay and degradation time, with higher temperatures leading to faster deterioration. Furthermore, specimens subjected to soil burial matrix experienced more significant reductions in compressive buckling strength and discharge capacity compared to those immersed in solution. Further correlation analyses revealed that molecular weight, discharge capacity and compressive buckling strength remained strongly and consistently interrelated across different conditions. These findings provide a basis for the durability-oriented design of biodegradable PVDs for use in soft ground improvement, offering important implications for controlling post-construction settlement.

       

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