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部分测试数据缺失时特殊条件下的三维应力计算

李顺群 张春伟 周燕 张凯 李有兵 井乐炜 王英红

岩土力学2025,Vol.46Issue(5):1419-1428,10.
岩土力学2025,Vol.46Issue(5):1419-1428,10.DOI:10.16285/j.rsm.2024.1443

部分测试数据缺失时特殊条件下的三维应力计算

Three-dimensional stress calculation under special conditions with part of test data missing

李顺群 1张春伟 1周燕 2张凯 3李有兵 4井乐炜 4王英红5

作者信息

  • 1. 天津城建大学土木工程学院,天津 300384||天津城建大学天津市软土特性与工程环境重点实验室,天津 300384
  • 2. 天津城建大学土木工程学院,天津 300384
  • 3. 中国铁建大桥工程局集团有限公司,天津 300300
  • 4. 中国电建市政建设集团有限公司,天津 300392
  • 5. 天津城建大学控制与机械工程学院,天津 300384
  • 折叠

摘要

Abstract

The stress state is the fundamental for evaluating the soil strength and stability,playing a crucial role.However,during the stress testing,local damage and other uncertain factors may lead to partial sensor data missing,causing the existing three-dimensional stress calculation method to fail.To accurately restore the soil stress state during data missing,a three-dimensional stress calculation method was developed based on three-dimensional stress testing principles,incorporating axisymmetric and one-dimensional compression characteristics.The three-dimensional stress,principal stress,the first invariant of stress I1,the second in variant of stress J2 and stress Lode angle of a sandy soil foundation under one-dimensional compression conditions with different data missing were calculated and compared to results with complete data.The results show that the method is highly accurate;as the load increases,the relative error decreases and converges.The principal stresses,the first invariant of stress I1,the second invariant of stress J2 and the stress Lode angle align with one-dimensional compression response,suggesting that this calculation method supports advanced data mining.This study offers a novel approach and a practical method for fully utilizing the test data.

关键词

三维应力测试/传感器数据缺失/转换矩阵/主应力

Key words

three-dimensional stress testing/sensor data missing/transformation matrix/principal stress

分类

土木建筑

引用本文复制引用

李顺群,张春伟,周燕,张凯,李有兵,井乐炜,王英红..部分测试数据缺失时特殊条件下的三维应力计算[J].岩土力学,2025,46(5):1419-1428,10.

基金项目

国家自然科学基金项目(No.52478354) (No.52478354)

甘肃省重点研发计划项目(No.23YFGA0038).This work was supported by the National Natural Science Foundation of China(52478354)and the Key Research and Development Program Project of Gansu Province(23YFGA0038). (No.23YFGA0038)

岩土力学

OA北大核心

1000-7598

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