摘要
采用理论分析、数值模拟以及现场监控量测等手段对公路隧道围岩变形破坏理论进行较深入的研究。通过分析开挖过程中围岩损伤演化,获得了损伤变量与围岩材料参数之间的关系,提出了围岩力学参数的预测方法。通过岩体破坏机理、围岩损伤应力影响范围以及影响围岩稳定性的各个因素综合研究,建立了卸荷状态下的围岩损伤本构关系和基于能量耗散的损伤本构模型。基于一般弹塑性数值分析原理,建立了考虑围岩参数劣化过程的隧道围岩损伤演化分析方法,分析了开挖应力状态下隧道围岩的弹塑性损伤演化机理。建立了基于经验公式和基于围岩渐进性破坏理论的公路隧道围岩压力演化趋势及预测模型,提出了公路隧道围岩压力演化趋势的预测方法。
this paper uses the methods of theoretic analysis, simulation, field monitoring and measuring to deeply study deformation damage theory of highway tunnel surrounding rock. This paper gets the relation-ship between damage variable and surrounding material parameter by analyzing the evolution of surround-ing damage in the course of excavation and proposes the method of predicting mechanical parameters of surrounding rocks;by studying rock damage mechanism, the influence scope of surrounding rock damage stress and all of the factors influencing surrounding rock stability, this paper establishes constitutive rela-tionship of surrounding rock damage in unloading condition and damage constitutive model based on ener-gy dissipation. Based on the elastoplastic numerical analysis mechanism, this paper establishes the analy-sis method of tunnel surrounding rock damage evolution in consideration of deterioration course of sur-rounding rock parameters and analyzes the elastoplastic damage evolution mechanism of tunnel surround-ing rock in excavation stress condition;establishes the model of highway tunnel surrounding rock pressure evolution trend and prediction based on experience formula and progressive surrounding rock damage the-ory, and proposes the predicting method of highway tunnel surrounding rock pressure evolution trend.
出处
《交通标准化》
2014年第14期201-204,共4页
Communications Standardization
关键词
围岩
变形破坏
弹塑性
演化
预测
surrounding rock
deformation damage
elastoplastic
evolution
prediction
