岩土力学 ›› 2024, Vol. 45 ›› Issue (10): 2889-2899.doi: 10.16285/j.rsm.2024.0842

• 基础理论与实验研究 • 上一篇    下一篇

基于孔压静力触探试验测试数据的原位固结系数物理信息神经网络反演方法

李林1, 2,左林龙1, 2,胡涛涛1, 2,宋博恺1, 2   

  1. 1.长安大学 公路学院,陕西 西安 710064;2.长安大学 西安市绿色智慧交通岩土工程重点实验室,陕西 西安710061
  • 收稿日期:2024-07-05 接受日期:2024-08-26 出版日期:2024-10-09 发布日期:2024-10-09
  • 通讯作者: 胡涛涛,男,1985年生,博士,副教授,主要从事岩土工程、黄土隧道方面的研究工作。E-mail: tthu@chd.edu.cn
  • 作者简介:李林,男,1986年生,博士,副教授,主要从事岩土基本力学特性、岩土工程人工智能方面的研究工作。E-mail: lilin_sanmao@163.com
  • 基金资助:
    国家自然科学基金(No. 52108297);中国博士后基金面上项目(No. 2021M692742);中国博士后基金特别资助项目(No. 2023T160560);陕西省秦创原引用高层次创新创业人才项目(No. QCYRCXM-2022-29);中央高校基本科研业务费(No. 300102212301,No. 300102214303)。

A physics-informed neural networks inversion method for in-situ consolidation coefficient based on piezocone penetration test pore pressure data

LI Lin1, 2, ZUO Lin-long1, 2, HU Tao-tao1, 2, SONG Bo-kai1, 2   

  1. 1. School of Highway, Chang’an University, Xi’an, Shaanxi 710064, China; 2. Xi’an Key Laboratory of Geotechnical Engineering for Green and Intelligent Transport, Chang’an University, Xi’an, Shaanxi 710061, China
  • Received:2024-07-05 Accepted:2024-08-26 Online:2024-10-09 Published:2024-10-09
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (52108297), the General Program of Postdoctoral Research Foundation of China (2021M692742), the Special Support Project of the China Postdoctoral Science Foundation (2023T160560), the Qin Chuang Yuan Imported High-level Innovation and Entrepreneurship Talent Project (OCYRCXM-2022-29) and the Fundamental Research Funds for the Central Universities (300102212301, 300102214303).

摘要: 固结系数是软基沉降计算和稳定性分析的关键参数,现有固结系数原位测试方法存在耗时长且精度低的缺点。根据孔压静力触探试验(piezocone penetration test,简称CPTU)贯入机制与锥肩超孔隙水压力消散模式,采用圆孔扩张理论和轴对称固结方程描述CPTU锥肩超孔隙水压力的形成、发展和消散过程,利用神经网络自动微分功能将轴对称固结方程嵌入深度神经网络,通过物理方程损失函数、边界条件损失函数和初始条件损失函数形成神经网络的物理信息约束,同时将CPTU孔压测试数据作为数据驱动项,以最小化超孔隙水压力损失函数为优化目标,建立了CPTU孔压测试数据反演场地原位固结系数的物理信息神经网络(physics-informed neural networks,简称PINNs)模型。通过已有离心模型试验数据反演验证了PINNs模型反演场地原位固结系数的有效性,并利用CPTU孔压测试数据分析了PINNs模型反演原位固结系数的鲁棒性。结果表明:提出的PINNs模型能够有效利用CPTU孔压测试数据快速准确地反演场地原位固结系数;由于模型融入了物理机制约束,所需训练数据量少,且对有噪声的孔压测试数据具有较强的鲁棒性和泛化性能,为准确、快速可靠测试场地原位固结系数提供了有效途径。

关键词: 原位固结系数, 静力触探, 孔压测试数据, 固结方程, 物理信息神经网络, 参数反演

Abstract: The consolidation coefficient is a crucial parameter for settlement calculation and stability analysis of soft foundations. Existing in-situ testing methods for the consolidation coefficient have the disadvantages of time-consuming and low accuracy. Based on the penetration mechanism of piezocone penetration test (CPTU) and the dissipation pattern of excess pore water pressure at the cone shoulder, the formation, development, and dissipation processes of excess pore water pressure at the CPTU cone shoulder are described using the theory of circular cavity expansion and the axisymmetric consolidation equation. By incorporating the automatic differentiation capability of neural networks, the axisymmetric consolidation equation is embedded into a deep neural network. The physical information constraints of the neural network are formed through the loss functions of physical equations, boundary conditions, and initial conditions. At the same time, the CPTU pore pressure test data serve as a data-driven term. Consequently, with the minimization of the excess pore water pressure loss function as the optimization goal, a physics-informed neural networks (PINNs) model is established for inversely analyzing the in-situ consolidation coefficient using CPTU pore pressure test data. The effectiveness of the PINNs model in inversely analyzing in-situ consolidation coefficient is verified through example analysis and inversion validation using existing centrifuge test data. The robustness of the PINNs model is also analyzed using CPTU pore pressure test data. The results indicate that the proposed PINNs model can effectively use CPTU pore pressure test data to rapidly and accurately invert the site in-situ consolidation coefficient. Due to the integration of physical mechanism constraints, the model requires only a small amount of training data and exhibits strong robustness and generalization performance against noisy pore pressure test data, providing an effective approach for accurate, rapid, and reliable testing of the in-situ consolidation coefficient.

Key words: in-situ consolidation coefficient, static cone penetration, pore pressure test data, consolidation equation, physics-informed neural networks, parameter inversion

中图分类号: TU 447
[1] 赖丰文, 刘松玉, 蔡国军, 鲁泰山, 李洪江, 段伟, . 基于孔压静力触探原位测试的基坑围护结构变形计算方法[J]. 岩土力学, 2025, 46(8): 2650-2660.
[2] 吴盾, 孙林, 陆建伟, 于秉坤, 蔡国军, . 火壤工程地质原位探测技术研究进展与孔压静力触探应用展望[J]. 岩土力学, 2025, 46(7): 2308-2324.
[3] 陈志波, 陈峰, 翁洋, 曹光伟, 曾旭明, 潘生贵, 杨辉, . 考虑土塞效应的大直径钢管桩竖向承载力计算方法[J]. 岩土力学, 2025, 46(7): 2224-2236.
[4] 王新龙, 聂利青, 蔡国军, 张宁, 赵泽宁, 刘薛宁, 宋登辉, . 基于孔压静力触探技术的SVR优化算法评估土体液性指数[J]. 岩土力学, 2024, 45(S1): 645-653.
[5] 王宽君, 刘彬, 莫品强, 李国耀, 朱启银, 沈侃敏, 胡静, . 考虑粉土温度效应与排水状态的CPTu计算模型[J]. 岩土力学, 2024, 45(6): 1731-1742.
[6] 张思宇, 李兆焱, 袁晓铭, . 国内外静力触探液化判别方法对比检验[J]. 岩土力学, 2024, 45(5): 1517-1526.
[7] 潘秋景, 吴洪涛, 张子龙, 宋克志, . 基于多域物理信息神经网络的复合地层隧道掘进地表沉降预测[J]. 岩土力学, 2024, 45(2): 539-551.
[8] 孙淼军, 谢雅囡, 王栋, . 结构性土中静力触探孔压消散的大变形模拟[J]. 岩土力学, 2024, 45(11): 3416-3422.
[9] 王宽君, 沈侃敏, 汪明元, 王洪羽, 国振, . 基于孔压静力触探的杭州湾海域软黏土强度解译参数研究[J]. 岩土力学, 2023, 44(S1): 521-532.
[10] 黎亚舟, 李森, . 桶式基础沉贯阻力系数的理论研究[J]. 岩土力学, 2023, 44(S1): 443-448.
[11] 虞洪, 陈晓斌, 易利琴, 邱俊, 顾正浩, 赵辉, . 软土修正剑桥模型参数反演及其应用研究[J]. 岩土力学, 2023, 44(11): 3318-3326.
[12] 汪明元, 孙吉主, 王勇, 杨洋, . 基于CPTu的状态相关边界面模型标定研究[J]. 岩土力学, 2023, 44(11): 3280-3287.
[13] 王宽君, 贾志远, 沈侃敏, 汤鄢. 台州滨海软黏土强度特性室内外联合标定[J]. 岩土力学, 2023, 44(10): 2851-2859.
[14] 江巍, 欧阳晔, 闫金洲, 王志俭, 刘立鹏, . 边坡岩土体抗剪强度的逆向迭代修正反演方法[J]. 岩土力学, 2022, 43(8): 2287-2295.
[15] 张思宇, 李兆焱, 袁晓铭, . 基于静力触探试验的液化判别新方法[J]. 岩土力学, 2022, 43(6): 1596-1606.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!