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邢国起,柳长江,玄伟. 基于正交试验法的岩土工程敏感应力方向性等效转换[J]. 科学技术与工程, 2020, 20(35): 14600-14605.
Xing Guoqi,柳长江,玄伟.Study on Directional Equivalent Transformation of Sensitive Stress in Geotechnical Engineering Based on Orthogonal Test Method[J].Science Technology and Engineering,2020,20(35):14600-14605.
基于正交试验法的岩土工程敏感应力方向性等效转换
Study on Directional Equivalent Transformation of Sensitive Stress in Geotechnical Engineering Based on Orthogonal Test Method
投稿时间:2019-12-29  修订日期:2020-03-05
DOI:
中文关键词:  正交试验法 岩土材料 应力方向性 各向异性 敏感性 等效转换模型
英文关键词:Orthogonal test method Geotechnical material Stress directivity anisotropy Sensibility Equivalent transformation model
基金项目:1.山东省高等学校科学技术计划项目(J17KB059) 2.潍坊学院博士基金项目(2017BS14)
        
作者单位
邢国起 潍坊学院 建筑工程学院 山东 潍坊
柳长江 潍坊学院 建筑工程学院
玄伟 潍坊学院 建筑工程学院
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中文摘要:
      为解决传统方法分析岩土材料应力时等效围压、等效偏应力比计算结果不准确的问题,提出基于正交试验法的岩土工程敏感应力方向性等效转换研究方法。首先旋转综合张量,使其与应力张量处于同一空间坐标系;然后,计算各向异性下岩土颗粒接触的等效应力张量,获取等效应力。基于等效围压与等效偏应力构建各向异性与应力方向性的等效转换模型,采用正交试验法进行模型参数敏感性分析,完成岩土工程敏感应力方向性等效转换研究。实验结果表明,所提方法的等效围压、等效偏应力比计算结果与实际值基本一致,应力敏感性计算精度高达98%,抗干扰性好,且整个研究过程计算耗时也远低于其他文献方法,验证了所提方法的优越性。
英文摘要:
      In order to solve the inaccuracy of the calculation results of the equivalent confining pressure and the equivalent deviator stress ratio when the traditional method is used to analyze the stress of geotechnical materials, a study method of the directional equivalent transformation of the sensitive stress of geotechnical engineering based on the orthogonal test method is proposed. First, rotate the comprehensive tensor to make it in the same spatial coordinate system as the stress tensor; then, calculate the equivalent stress tensor of the contact of the rock and soil particles under the anisotropy to obtain the equivalent stress. Based on the equivalent confining pressure and the equivalent deviator stress, the equivalent transformation model of anisotropy and stress directionality is constructed, and the sensitivity analysis of model parameters is carried out by using the orthogonal test method to complete the equivalent transformation research of sensitive stress directionality in geotechnical engineering. The experimental results show that the calculation results of the equivalent confining pressure and the equivalent deviator stress ratio of the proposed method are basically consistent with the actual values, the calculation accuracy of stress sensitivity is as high as 98%, the anti-interference is good, and the calculation time of the whole research process is far less than other literature methods, which verifies the superiority of the proposed method.
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