基于扰乱状态概念的海洋软土的构成模型研究
Heng Zhang1, Yindong Sun1, Yajun Liu1
1School of Civil Engineering, Shandong University, Jinan, 250061, China.
Scientific reports
|August 13, 2025
概括
为海洋软土壤开发了一种新的扰乱状态构成模型. 这个模型准确地预测了土壤的行为,并评估了沿海工程项目的基础承载能力.
科学领域:
- 地质技术工程 地质技术工程
- 土壤力学 土壤力学
- 沿海工程 沿海工程
背景情况:
- 由于其独特的机械特性,海洋软土在沿海地区存在重大稳定性风险.
- 现有的构成模型没有完全捕捉到海洋软土壤在扰乱状态下的行为.
研究的目的:
- 根据扰乱状态概念,开发一种新的海洋软土壤构成模型.
- 为分析海洋软土壤力学提供新的理论框架和计算方法.
主要方法:
- 使用三轴和爬行测试.
- 对相对完整的状态应用了肯张量模块.
- 为完全调整状态修改了剑桥模型.
- 导出一个干扰函数以建立干扰状态模型.
主要成果:
- 开发的扰乱状态构成模型与实验数据相比显示出高准确性.
- 模型预测与工程案例研究和数值模拟的结果保持一致.
- 该模型有效地评估了海洋软土层的基础承载能力.
结论:
- 扰乱状态构成模型为分析海洋软土壤行为提供了可靠的方法.
- 这一新框架提高了沿海地区海洋软土壤的理解和工程应用.
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