摘要
页岩的弹性模量对于岩石工程具有十分重要的意义,但由于页岩是典型的横观各向同性岩石,这为预测其弹性模量带来了较大难度。常用的页岩弹性模量的预测方法为Niandou模型,但是该模型方程的形式较复杂,参数确定较为繁琐。本文针对页岩弹性模量的各项异性,提出了一种较为简易的线性经验模型。结果表明:本文提出的经验模型比经典的Niandou模型的方程形式较简易,所需的弹性参数较少,能够随着层理夹角的变化预测弹性模量;经验模型较Niandou模型整体平均误差略小,预测效果较好;尤其当层理面与加载方向的夹角为15°、30°和75°时,经验模型的预测相对误差更小,准确率较Niandou模型更高。
The elastic modulus of shale is of great significance for various projects.However,shale is a typical transversely isotropic rock,and predicting its elastic modulus is challenging.The commonly used method for predicting the elastic modulus of shale is the Niandou model,but the equation form and parameters determination of this model is complicated.Taking account of the anisotropy of elastic modulus of shale,in this paper a simple linear empirical model was proposed.The results show that the proposed empirical model which can predict the elastic modulus with the change of the bedding angle,is simpler than the classical Niandou model and requires less elastic parameters.For the proposed empirical model,the average relative error between the predicted value and the measured value is slightly smaller.Especially when the angle between the bedding plane and the loading direction is at 15°,30°and 75°,the accuracy is higher than that of the Niandou model.
作者
张搏
付晓娣
王林均
崔新怡
Zhang Bo;Fu Xiaodi;Wang Linjun;Cui Xinyi(Architectural Engineering College,Guizhou Minzu University,Guiyang 550025,P.R.China;Key Laboratory of Karst Environmental Geological Hazard Prevention,State Ethnic Affairs Commission,Guiyang 550025,P.R.China;Key Laboratory of Urban Underground Space Development and Safety in Karst Areas,Guizhou Minzu University,Guiyang 550025,P.R.China)
出处
《地下空间与工程学报》
CSCD
北大核心
2024年第1期23-30,共8页
Chinese Journal of Underground Space and Engineering
基金
贵州省省级科技计划项目(黔科合基础[2019]1169,[2019]1173)
贵州省教育厅青年科技人才成长项目(黔教合KY字[2018]151)
贵州民族大学科学研究平台项目(GZMUSYS[2021]01)。
关键词
页岩
弹性模量
横观各向同性
预测模型
弹性参数
shale
elastic modulus
transverse isotropy
prediction model
elastic parameter