考虑高温–水化学腐蚀–围压损伤岩石本构模型及其工程应用
Constitutive Model of Rock Considering High Temperature-Hydrochemical Corrosion-Confining Pressure Damage and Its Engineering Application
摘要: 岩石材料在自然环境和工程条件下,常常受到高温、化学腐蚀和围压作用的影响,导致其力学性能发生变化。本文提出了一种考虑水化学腐蚀–围压损伤的岩石本构模型,用于描述岩石材料的损伤程度和应力–应变关系。本文首先引入了温度损伤变量、水化学损伤变量和力损伤变量,分别反映了岩石材料在不同温度、不同pH值和暴露时间下的化学腐蚀程度以及在不同荷载下的力学破坏程度。然后基于考虑岩石微元强度破坏的SMP准则,岩石破坏的Weibull概率分布和Lemaitre应变等效假设,并引入了荷载作用下岩石微元损伤变量修正系数,建立了考虑高温–水化学腐蚀–围压损伤的岩石本构模型。采用极值方法,通过理论推导确定了两个威布尔分布参数(m和F0),并通过岩石三轴压缩试验验证了本构模型的正确性和适用性。该模型有效地反映了岩石高温–水化学腐蚀–围压损伤下的力学性能,为岩石材料的损伤机理和工程应用提供了一种新的理论和方法,拓展了岩石力学和岩土工程的研究范围和深度。
Abstract: Rock materials are often affected by high temperature, chemical corrosion and confining pressure under natural environment and engineering conditions, resulting in changes in their mechanical properties. In this paper, a rock constitutive model considering hydrochemical corrosion-confining pressure damage is proposed to describe the damage degree and stress-strain relationship of rock materials. In this paper, temperature damage variable, water chemical damage variable and force damage variable are introduced to reflect the degree of chemical corrosion of rock materials at different temperatures, different pH values and exposure time, and the degree of mechanical damage under different loads. Then, based on the SMP criterion considering the strength failure of rock micro-element, the Weibull probability distribution of rock failure and the Lemaitre strain equivalent hypothesis, the correction coefficient of rock micro-element damage variable under load is introduced, and the constitutive model of rock considering high temperature-hydrochemical corrosion-confining pressure damage is established. Using the extremum method, two Weibull distribution parameters (m and F0) are determined by theoretical derivation, and the correctness and applicability of the constitutive model are verified by rock triaxial compression test. The model effectively reflects the mechanical properties of rock under high temperature-hydrochemical corrosion-confining pressure damage. It provides a new theory and method for the damage mechanism and engineering application of rock materials, and expands the rock mechanics.
文章引用:王嘉成, 张爽爽. 考虑高温–水化学腐蚀–围压损伤岩石本构模型及其工程应用[J]. 建模与仿真, 2025, 14(3): 667-681. https://doi.org/10.12677/mos.2025.143255

参考文献

[1] Song, L., Chen, S., Wang, C., Wen, P. and Chen, H. (2023) Engineering Properties on Salt Rock as Subgrade Filler in Dry Salt Lake: Water Retention Characteristics and Water Migration Patterns. Construction and Building Materials, 406, Article 133414. [Google Scholar] [CrossRef
[2] Xie, H., Lu, J., Li, C., Li, M. and Gao, M. (2022) Experimental Study on the Mechanical and Failure Behaviors of Deep Rock Subjected to True Triaxial Stress: A Review. International Journal of Mining Science and Technology, 32, 915-950. [Google Scholar] [CrossRef
[3] Ping, S., Wang, F., Wang, D., Li, S., Yuan, Y., Feng, G., et al. (2023) Multi-Scale Deterioration Mechanism of Shear Strength of Gypsum-Bearing Mudstone Induced by Water-Rock Reactions. Engineering Geology, 323, Article 107224. [Google Scholar] [CrossRef
[4] Amar, H., Benzaazoua, M., Elghali, A., Hakkou, R. and Taha, Y. (2022) Waste Rock Reprocessing to Enhance the Sustainability of Phosphate Reserves: A Critical Review. Journal of Cleaner Production, 381, Article 135151. [Google Scholar] [CrossRef
[5] Li, G. and Cui, S. (2020) A Review on Theory and Application of Plastic Meso-Damage Mechanics. Theoretical and Applied Fracture Mechanics, 109, Article 102686. [Google Scholar] [CrossRef
[6] Lv, T.H., Chen, X.W. and Chen, G. (2018) The 3D Meso-Scale Model and Numerical Tests of Split Hopkinson Pressure Bar of Concrete Specimen. Construction and Building Materials, 160, 744-764. [Google Scholar] [CrossRef
[7] Murali, G., Katman, H.Y.B., Wong, L.S., Ibrahim, M.R., Kathirvel, P. and Abid, S.R. (2023) Response of Treated Recycled Aggregate Concrete against Low-Velocity Impact Loading: Experimental and Weibull Statistical Analysis. Construction and Building Materials, 408, Article 133735. [Google Scholar] [CrossRef
[8] Tu, H., Zhou, H., Lu, J., Gao, Y. and Shi, L. (2020) Elastoplastic Coupling Analysis of High-Strength Concrete Based on Tests and the Mohr-Coulomb Criterion. Construction and Building Materials, 255, Article 119375. [Google Scholar] [CrossRef
[9] Park, C.H. and Bobet, A. (2010) Crack Initiation, Propagation and Coalescence from Frictional Flaws in Uniaxial Compression. Engineering Fracture Mechanics, 77, 2727-2748. [Google Scholar] [CrossRef
[10] Peng, K., Wang, Y., Zou, Q., Liu, Z. and Mou, J. (2019) Effect of Crack Angles on Energy Characteristics of Sandstones under a Complex Stress Path. Engineering Fracture Mechanics, 218, Article 106577. [Google Scholar] [CrossRef
[11] Wong, L.N.Y. and Einstein, H.H. (2009) Systematic Evaluation of Cracking Behavior in Specimens Containing Single Flaws under Uniaxial Compression. International Journal of Rock Mechanics and Mining Sciences, 46, 239-249. [Google Scholar] [CrossRef
[12] Eberhardt, E., Stead, D. and Stimpson, B. (1999) Quantifying progressive pre-peak brittle fracture damage in rock during uniaxial compression. International Journal of Rock Mechanics and Mining Sciences, 36, 361-380. [Google Scholar] [CrossRef
[13] Zhu, C., Karakus, M., He, M., Meng, Q., Shang, J., Wang, Y., et al. (2022) Volumetric Deformation and Damage Evolution of Tibet Interbedded Skarn under Multistage Constant-Amplitude-Cyclic Loading. International Journal of Rock Mechanics and Mining Sciences, 152, Article 105066. [Google Scholar] [CrossRef
[14] Zhang, J., Zhang, B., Liu, B. and Li, B. (2024) Investigation on the Influence of the Frequency of Pulsed Water Jet on the Rock-Breaking Effect. Powder Technology, 431, Article 119054. [Google Scholar] [CrossRef
[15] Fan, Y., Peng, H., Chen, G., Peng, J., Han, H., Qin, Y., et al. (2023) Experimental Study of the Influences of Different Factors on the Acid-Rock Reaction Rate of Carbonate Rocks. Journal of Energy Storage, 63, Article 107064. [Google Scholar] [CrossRef
[16] Yang, H., Duan, H. and Zhu, J. (2023) Experimental Study on the Role of Clay Mineral and Water Saturation in Ultrasonic P-Wave Behaviours across Individual Filled Rock Joints. International Journal of Rock Mechanics and Mining Sciences, 168, Article 105393. [Google Scholar] [CrossRef
[17] Wang, Z., Yang, Y., Qin, W. and Lv, H. (2023) Experimental Investigation on the Effect of Alkaline Environment on the Mechanical Properties of Aggregate Rock. Materials Today Communications, 35, Article 105867. [Google Scholar] [CrossRef
[18] Yang, J., Fu, L., Zhang, W. and Wang, Z. (2019) Mechanical Property and Thermal Damage Factor of Limestone at High Temperature. International Journal of Rock Mechanics and Mining Sciences, 117, 11-19. [Google Scholar] [CrossRef
[19] Zhang, Z.X., Yu, J., Kou, S.Q. and Lindqvist, P.-A. (2001) Effects of High Temperatures on Dynamic Rock Fracture. International Journal of Rock Mechanics and Mining Sciences, 38, 211-225. [Google Scholar] [CrossRef
[20] Luo, S., Gong, F., LI, L. and Peng, K. (2023) Linear Energy Storage and Dissipation Laws and Damage Evolution Characteristics of Rock under Triaxial Cyclic Compression with Different Confining Pressures. Transactions of Nonferrous Metals Society of China, 33, 2168-2182. [Google Scholar] [CrossRef
[21] Li, Y., Peng, J., Zhang, P. and Huang, C. (2021) Hard Rock Fragmentation in Percussion Drilling Considering Confining Pressure: Insights from an Experimental Study. International Journal of Rock Mechanics and Mining Sciences, 148, Article 104961. [Google Scholar] [CrossRef
[22] Liu, J., Wang, J., Ge, H., Zhou, W., Chen, B., Li, X., et al. (2023) Effect of Gravel on Rock Failure in Glutenite Reservoirs under Different Confining Pressures. Petroleum Science, 20, 3022-3036. [Google Scholar] [CrossRef
[23] Wang, S., Zhu, Y., Ma, W., Wang, Z. and Li, G. (2021) Effects of Rock Block Content and Confining Pressure on Dynamic Characteristics of Soil-Rock Mixtures. Engineering Geology, 280, Article 105963. [Google Scholar] [CrossRef
[24] Wang, S., Shi, X. and Wu, Y. (2024) Dem-Based 2D Numerical Simulation of the Rock Cutting Process Using a Conical Pick under Confining Stress. Computers and Geotechnics, 165, Article 105885. [Google Scholar] [CrossRef
[25] Guan, Y., Zhu, H., Liu, Q., Luo, M., Zhang, C., Dai, X., et al. (2023) A New Model for Evaluating Rock Drillability Considering the Rock Plasticity and Chip Hold down Effect Caused by Hydrostatic Column Pressure under High Confining Pressure. Geoenergy Science and Engineering, 227, Article 211806. [Google Scholar] [CrossRef
[26] Chen, W., Liu, J., Peng, W., Zhao, Y., Luo, S., Wan, W., et al. (2023) Aging Deterioration of Mechanical Properties on Coal-Rock Combinations Considering Hydro-Chemical Corrosion. Energy, 282, Article 128770. [Google Scholar] [CrossRef
[27] Li, S., Huo, R., Yoshiaki, F., Ren, D. and Song, Z. (2019) Effect of Acid-Temperature-Pressure on the Damage Characteristics of Sandstone. International Journal of Rock Mechanics and Mining Sciences, 122, Article 104079. [Google Scholar] [CrossRef
[28] Ning, L., Yunming, Z., Bo, S. and Gunter, S. (2003) A Chemical Damage Model of Sandstone in Acid Solution. International Journal of Rock Mechanics and Mining Sciences, 40, 243-249. [Google Scholar] [CrossRef
[29] Chen, Q., Chen, Y., Xiao, P., Du, X., Pan, Y. and Azzam, R. (2023) Mechanical Properties and Damage Constitutive Model of Sandstone after Acid Corrosion and High Temperature Treatments. International Journal of Mining Science and Technology, 33, 747-760. [Google Scholar] [CrossRef