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一种岩石强度参数预测模型

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岩石抗剪强度主要指岩石抵抗剪切滑动的能力,是岩石力学与工程中非常重要的指标之一.基于基因表达式编程方法,建立了一个全新的用于石灰岩抗剪强度参数预测模型.利用收集到的221组石灰岩数据,选择单轴抗拉强度、单轴抗压强度和围压作为其输入参数.通过与其他模型的对比表明,本文建立的岩石强度GEP模型的预测结果较好,其决定性系数为0.994,可以为岩石抗剪强度参数的预测提供一定的参考和借鉴.
PREDICTION OF ROCK STRENGTH PARAMETERS BASED ON GENE EXPRESSION PROGRAMMING
The shear strength of rock mainly refers to the ability of rock to resist shear slide,which is one of the very important indexes in rock mechanics and engineering.Based on the gene expression programming(GEP)method,a new model for predicting shear strength parameters of limestone is proposed.Using 221 groups of limestone data collected,uniaxial tensile strength,uniaxial compressive strength and confining pressure were selected as input parameters.The comparison with other models shows that the proposed GEP model has better prediction results,and its coefficient of determination is 0.994,which can provide a certain reference for the prediction of rock shear strength parameters.

gene expression programminguniaxial tensile strengthuniaxial compressive strengthconfining pressure

胡海军

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四川省第十一地质大队,达州 635006

基因表达式编程 单轴抗拉强度 单轴抗压强度 围压

2024

地质灾害与环境保护
成都理工大学 地质灾害防治与地质环境保护国家重点实验室

地质灾害与环境保护

影响因子:0.39
ISSN:1006-4362
年,卷(期):2024.35(2)