首页|各向同性岩石损伤比强度理论研究及应用

各向同性岩石损伤比强度理论研究及应用

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根据地球上岩石材料强度实验与发展规律对三轴受压下岩石强度包络面基本特征提出3个假设,建立五经验系数岩石损伤比表达式.根据各类各向同性岩石试验数据推荐损伤比表达式中五经验系数的取值,结合原有损伤比强度理论完善2类岩石损伤比强度准则,并与现有典型岩石强度准则进行比较.分析结果表明:损伤比强度准则预测值与试验数据吻合良好,计算精度与其他准则相当.岩石损伤比强度理论反映了单轴受拉脆断、单轴与双轴受压压碎以及三轴等压塑性流动的指标量化,且三轴高压下损伤比参数递减使得非弹性体积膨胀减小导致岩石向塑性流动转变的特征,具有重要应用价值:1)该理论指出重力作用下地壳固态岩石由于损伤比参数取值逐渐减少而分别处于弹脆性、弹塑性和塑性流动等3个状态,因此可预测地球岩石在重力作用下的塑性流动规律;2)该理论可解释高地应力隧道开挖由于应力释放导致高压岩体非弹性体积膨胀从而引发硬岩岩爆的内在原因;3)基于该理论,认为重力下岩石处于塑性状态将耗能而使得机械能向热能转变,因而提出地球"重力塑性耗能"观点,指出地球内部的地幔和地核物质维持液态或固态,是重力高压与耗能引发高温的结果;4)基于该理论,指出"大陆漂移学说"和"板块构造学说"以及地震和火山爆发的动力机制是地球的"重力塑性耗能"引起地球内部能量增加而长期缓慢释放,以及地球潮汐力、离极力和月亮太阳引潮力共同作用的结果.地球"重力塑性耗能"观点可为康德-拉普拉斯星云假说下的岩浆冷却提供能量补充.
Study and application of isotropic rock damage ratio strength theory
According to the strength test and strength evolution patterns of rock material on Earth,three assumptions were proposed regarding the fundamental characteristics of the strength envelope surface of rocks under triaxial compression.Based on the assumptions,a rock damage ratio expression with five empirical coefficients was established.The values of five empirical coefficients were recommended according to isotropic rock test data.The damage ratio strength criteria of two types of rocks were improved combined with the original damage ratio strength theory,and compared with the existing representative rock criteria.The results show that the predicted values of the damage ratio strength criterion are in good agreement with the experimental data,and the calculation accuracy is similar to that of other criteria.The rock damage ratio strength theory quantifies indicators of uniaxial tensile brittle failure,uniaxial and biaxial compressive crushing,and triaxial isobaric plastic flow.According to this theory,the decrement of damage ratio parameters causes a reduction in inelastic volume expansion under high hydrostatic pressure,leading to the characteristic transition of rocks toward plastic flow,which holds significant practical value.(1)This theory indicates that under the action of gravity,solid rocks in the Earth's crust undergo distinct states,transitioning from elastic-brittle to elastic-plastic and finally to plastic flow.This transition is characterized by a gradual reduction in damage ratio values.Consequently,the theory can predict the plastic flow behavior of rocks under the action of gravity.(2)The theory reveals the intrinsic factors leading to rock bursts in hard rock formations induced by stress release during high-stress tunnel excavation.It attributes this phenomenon to the inelastic volume expansion of high-pressure rock masses resulting from stress release.(3)According to this theory,it is believed that the plastic state of rocks under gravity will dissipate energy and make the mechanical energy change to heat energy.Therefore,the view of"gravity plastic energy dissipation"of the earth is introduced,pointing out that the maintenance of liquid or solid states in the mantle and the core is a consequence of high pressure,gravity,and energy dissipation,resulting in elevated temperatures.(4)Based on this theory,it is indicated that the mechanisms behind the Continental Drift and the Plate Tectonics,as well as the dynamics of earthquakes and volcanic eruptions,result from the long-term slow release of the internal energy of the Earth caused by the Earth's gravity plastic energy dissipation,and the joint action of the Earth's tidal forces,ionizing forces and the tidal forces induced by the Moon and the Sun the moon and sun's tidal forces the tidal forces of the moon and sun.The concept of"gravity plastic energy dissipation"can provide energy supplementation for magma cooling under the Kant-Laplace nebular hypothesis.

rockmultiaxial stressdamage ratiostrength theoryplastic flow

吴霞、丁发兴、吕飞、龚琛杰、向平

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中南大学 土木工程学院,湖南 长沙 410075

高速铁路建造技术国家工程研究中心,湖南 长沙 410075

岩石 多轴受力 损伤比 强度理论 塑性流动

2024

铁道科学与工程学报
中南大学 中国铁道学会

铁道科学与工程学报

CSTPCD北大核心EI
影响因子:0.837
ISSN:1672-7029
年,卷(期):2024.21(12)