在循环负荷下对EICP固化沙的孔水压模型进行研究
Gang Li1, Yu Li2, Xueqing Hua1
1Shaanxi Key Laboratory of Safety and Durability of Concrete Structures, Xijing University, Xi'an 710123, China.
Materials (Basel, Switzerland)
|October 16, 2024
概括
酶诱导的碳酸沉 (EICP) 增强了沙子基础的稳定性,防止液化. 更高的凝固,密度和频率提高了阻力,而增加的限制压力和循环应力加快了孔水压力积累.
科学领域:
- 地质技术工程 地质技术工程
- 材料科学 是一种材料科学.
- 环境工程 环境工程
背景情况:
- 和的沙土基很容易在动态负载下液化,因此需要加强.
- 传统的方法昂贵,耗时,对环境有害.
- 酶诱导碳酸沉 (EICP) 提供了一个经济,环保和持久的替代方案.
研究的目的:
- 在循环负荷下分析EICP固化沙子中孔隙水压的发展.
- 为EICP处理的沙子建立一个孔水压力模型.
- 评价EICP在提高液化阻力方面的有效性.
主要方法:
- 在循环负载下进行三轴整合无排水切削试验.
- 研究因素:封闭压力 (σ3),凝固数 (Pc),循环应力比率 (CSR),初始干密度 (ρd) 和振动频率 (f).
- 开发和验证一个三个参数统一的孔水压力模型.
主要成果:
- 增加的 σ3 和 CSR 加快了孔水压,降低了液化阻力.
- 增加的Pc, ρd 和 f 降低了孔隙水压,提高了液化阻力,并增加了液化所需的振动数.
- 已建立的模型准确地预测了A型和B型曲线的孔水压力发展.
结论:
- EICP有效地提高了沙土基的抗液化性能.
- 孔隙水压模型为评估EICP处理的沙子行为提供了可靠的工具.
- 这项研究为防止工程应用中的砂液化提供了重要的见解.
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