深部软岩温度—应力—化学三场耦合作用下蠕变规律研究
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摘要
深部软岩工程是地下工程中的瓶颈工程。深部岩体处于多场耦合的复杂地下环境：高温度、高应力以及化学腐蚀。这些物理化学场耦合作用,使得深部岩石表现出软岩的特性：大变形、强流变特性等特点,深部岩体工程也变得极不稳定,出现难支护等特点,给施工和人员安全造成严重威胁。因此,从岩石蠕变特性方面的研究来看,仅研究单一应力场以及两场耦合是远远不够的。因此,开展温度-应力-化学三场耦合作用下岩体蠕变特性的研究对预测岩体工程稳定性影响研究具有十分重要理论意义和实际工程价值。
本文采用试验研究、理论分析与数值模拟相结合的方法。为了试验的顺利开展,创新地设计出了高温高压三轴环境试验箱,并利用ANSYS有限元分析软件对环境试验箱进行了结构分析,验证了设计的正确性；就温度-应力-化学三场耦合作用下深部岩石蠕变特性研究开展了系统的试验研究,分析了温度-应力-化学三场耦合作用下温度和化学腐蚀对深部岩石蠕变规律的影响效应,探讨了其作用机理；建立了考虑温度和化学pH值影响因素的深部岩石粘弹塑性非线性蠕变方程；建立了深部岩石的T-M-C耦合控制方程；根据实际工程背景,对山东唐口煤矿副井深部巷道进行了温度-应力-化学三场耦合作用下的数值模拟分析。
论文的主要研究内容如下：
1、根据岩石实际地下环境确定了地下2000m深岩石所处环境参数,并根据材料力学和机械设计理论设计了三轴环境试验箱。利用Pro/E和ANSYS有限元分析软件相结合的方法对三轴环境试验箱进行了有限元分析,验证了设计的合理性。
2、开展了不同温度和不同化学pH值条件下的深部页岩蠕变特性的研究,分析了不同温度和不同pH值对深部页岩蠕变特性的影响规律,探讨了页岩的温度和化学pH值作用机理。
3、根据试验结果,对粘弹塑性元件组合模型进行了改进,模型的非线性部分是运用半线性元件改进半理论的方法：采用模型理论来描述线性流变部分,采用非线性元件来代替常规的线性元件来描述非线性流变部分,建立了能考虑温度和化学pH值影响因素的深部岩石粘弹塑性非线性蠕变模型。
4、以多孔介质力学为基础,建立了受温度场以及化学腐蚀作用影响的岩土介质的T-M-C三场耦合控制方程。提出了由水化学腐蚀孔隙度方程组,热弹性、各向同性热弹性和热弹塑性的三种情况下的岩石静力平衡方程,以及温度控制方程等构成的岩石T-M-C耦合控制方程。
5、以工程实例为背景,利用ANSYS有限元软件,对山东唐口煤矿副井深部巷道进行温度-应力-化学耦合作用下的蠕变特性进行数值模拟,分析了温度和化学pH值腐蚀对深部巷道围岩蠕变规律的影响。
Deep soft rock engineering is the bottleneck engineering of underground engineering. Deep rock is in the multi-field coupling underground environment: high-temperature, high-stress and chemical corrosion. These physicochemical field coupling effects make deep rock show characteristics of soft rock:lager deformation, strong rheological properties and so on, which make deep rock engineering very unstable and difficult to support, and even bring construction and personnel security to serious threat. Therefore, from study on rock creep property, only single stress filed and two fields being studied is not enough. Thence, carrying out studies on creep law under thermal-mechanical-chemical coupling have very important theoretical significance and practical value to evaluate the rock engineering stability.
In this article a method of combining experimental research, theoretical analysis and numerical simulation was used. To carrying out smoothly testing, the high temperature and high pressure triaxial environmental chamber is innovatively designed, and chamber structural analysis was conducted by using ANSYS software, and the correctness of the design was verified; To study creep law of deep soft rock under thermal-mechanical-chemical coupling effect, systematic experimental studies were carried out, the effects of temperature and chemical corrosion of the deep rock creep law under thermal-mechanical-chemical coupling were analyzed, and its mechanism was explored; Deep rock visco-elastic-plasticity nonlinear creep equations of considering temperature and chemical pH value influencing factors were established; T-M-C coupling controlling equations of deep rock were established; According to practical engineering background, numerical simulation analysis under thermal-mechanical-chemical coupling effect of deep tunnel of auxiliary shaft of Shandong Tangkou coal mine were carrying out.
The main research contents of this article are as follows:
1、 According to rock in actual underground, environment parameters were determined of underground2000, triaxial environmental chamber was designed according to materials mechanics of and mechanical design theory. Using Pro/E and ANSYS finite element analysis software, the rationality of the design was verified.
2、 Carrying out studying on creep properties of deep shale under different temperature and chemical pH value, analyzing different temperature and chemical pH value effect of deep shale creep properties, exploring shale temperature and chemical pH value mechanism.
3、According to testing results, visco-elastic-plastic components combination model was improved, the nonlinear part of the model was got by method of half nonlinear component improving and half theory:using theorical model describing linear rheology part, using nonlinear combination substitute conventional linear combination, visco-elastic-plastic nonlear creep model of considering temperature and chemical pH value influencing factor deep rock were established.
4、 Based on porous media mechanics, T-M-C three fields coupling controlling equations of the temperature field and chemical corrosion effects were established. The water chemical etching porosity equations, the rock static equilibrium equations under three cases of thermo-elastic, the isotropic thermo-elastic and thermo-elasto-plastic, and temperature controlling equations were put forwarded.
5、 As a background in engineering instance, using ANSYS software, numerical simulation analysis under thermal-mechanical-chemical coupling effect of deep tunnel of auxiliary shaft of Shandong Tangkou coal mine were carryed out, temperature and chemical pH value effects of deep tunnel creep law were analyzed.
本文采用试验研究、理论分析与数值模拟相结合的方法。为了试验的顺利开展,创新地设计出了高温高压三轴环境试验箱,并利用ANSYS有限元分析软件对环境试验箱进行了结构分析,验证了设计的正确性；就温度-应力-化学三场耦合作用下深部岩石蠕变特性研究开展了系统的试验研究,分析了温度-应力-化学三场耦合作用下温度和化学腐蚀对深部岩石蠕变规律的影响效应,探讨了其作用机理；建立了考虑温度和化学pH值影响因素的深部岩石粘弹塑性非线性蠕变方程；建立了深部岩石的T-M-C耦合控制方程；根据实际工程背景,对山东唐口煤矿副井深部巷道进行了温度-应力-化学三场耦合作用下的数值模拟分析。
论文的主要研究内容如下：
1、根据岩石实际地下环境确定了地下2000m深岩石所处环境参数,并根据材料力学和机械设计理论设计了三轴环境试验箱。利用Pro/E和ANSYS有限元分析软件相结合的方法对三轴环境试验箱进行了有限元分析,验证了设计的合理性。
2、开展了不同温度和不同化学pH值条件下的深部页岩蠕变特性的研究,分析了不同温度和不同pH值对深部页岩蠕变特性的影响规律,探讨了页岩的温度和化学pH值作用机理。
3、根据试验结果,对粘弹塑性元件组合模型进行了改进,模型的非线性部分是运用半线性元件改进半理论的方法：采用模型理论来描述线性流变部分,采用非线性元件来代替常规的线性元件来描述非线性流变部分,建立了能考虑温度和化学pH值影响因素的深部岩石粘弹塑性非线性蠕变模型。
4、以多孔介质力学为基础,建立了受温度场以及化学腐蚀作用影响的岩土介质的T-M-C三场耦合控制方程。提出了由水化学腐蚀孔隙度方程组,热弹性、各向同性热弹性和热弹塑性的三种情况下的岩石静力平衡方程,以及温度控制方程等构成的岩石T-M-C耦合控制方程。
5、以工程实例为背景,利用ANSYS有限元软件,对山东唐口煤矿副井深部巷道进行温度-应力-化学耦合作用下的蠕变特性进行数值模拟,分析了温度和化学pH值腐蚀对深部巷道围岩蠕变规律的影响。
Deep soft rock engineering is the bottleneck engineering of underground engineering. Deep rock is in the multi-field coupling underground environment: high-temperature, high-stress and chemical corrosion. These physicochemical field coupling effects make deep rock show characteristics of soft rock:lager deformation, strong rheological properties and so on, which make deep rock engineering very unstable and difficult to support, and even bring construction and personnel security to serious threat. Therefore, from study on rock creep property, only single stress filed and two fields being studied is not enough. Thence, carrying out studies on creep law under thermal-mechanical-chemical coupling have very important theoretical significance and practical value to evaluate the rock engineering stability.
In this article a method of combining experimental research, theoretical analysis and numerical simulation was used. To carrying out smoothly testing, the high temperature and high pressure triaxial environmental chamber is innovatively designed, and chamber structural analysis was conducted by using ANSYS software, and the correctness of the design was verified; To study creep law of deep soft rock under thermal-mechanical-chemical coupling effect, systematic experimental studies were carried out, the effects of temperature and chemical corrosion of the deep rock creep law under thermal-mechanical-chemical coupling were analyzed, and its mechanism was explored; Deep rock visco-elastic-plasticity nonlinear creep equations of considering temperature and chemical pH value influencing factors were established; T-M-C coupling controlling equations of deep rock were established; According to practical engineering background, numerical simulation analysis under thermal-mechanical-chemical coupling effect of deep tunnel of auxiliary shaft of Shandong Tangkou coal mine were carrying out.
The main research contents of this article are as follows:
1、 According to rock in actual underground, environment parameters were determined of underground2000, triaxial environmental chamber was designed according to materials mechanics of and mechanical design theory. Using Pro/E and ANSYS finite element analysis software, the rationality of the design was verified.
2、 Carrying out studying on creep properties of deep shale under different temperature and chemical pH value, analyzing different temperature and chemical pH value effect of deep shale creep properties, exploring shale temperature and chemical pH value mechanism.
3、According to testing results, visco-elastic-plastic components combination model was improved, the nonlinear part of the model was got by method of half nonlinear component improving and half theory:using theorical model describing linear rheology part, using nonlinear combination substitute conventional linear combination, visco-elastic-plastic nonlear creep model of considering temperature and chemical pH value influencing factor deep rock were established.
4、 Based on porous media mechanics, T-M-C three fields coupling controlling equations of the temperature field and chemical corrosion effects were established. The water chemical etching porosity equations, the rock static equilibrium equations under three cases of thermo-elastic, the isotropic thermo-elastic and thermo-elasto-plastic, and temperature controlling equations were put forwarded.
5、 As a background in engineering instance, using ANSYS software, numerical simulation analysis under thermal-mechanical-chemical coupling effect of deep tunnel of auxiliary shaft of Shandong Tangkou coal mine were carryed out, temperature and chemical pH value effects of deep tunnel creep law were analyzed.
引文
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