Damage evolution and constitutive model of limestone with horizontal fissure under the coupled effects of dry-wet cycling and precompression stress

Shunbo Zhang , Zhongping Yang , Yang Gao , Miao Liu , Shanmeng Hou

Int J Min Sci Technol ›› 2026, Vol. 36 ›› Issue (1) : 205 -228.

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Int J Min Sci Technol ›› 2026, Vol. 36 ›› Issue (1) :205 -228. DOI: 10.1016/j.ijmst.2025.11.011
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Damage evolution and constitutive model of limestone with horizontal fissure under the coupled effects of dry-wet cycling and precompression stress

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Abstract

To reveal the influence of coupled effects of dry-wet cycling and precompression stress (CEDWCPS) on the damage evolution of limestone with horizontal fissure (LHF), a series of degradation and uniaxial compression tests were conducted, and a corresponding piecewise damage constitutive model (PDCM) was established. We found that both dry-wet cycling and precompression stress deteriorate the physical properties, alter the microscopic characteristics, and reduce the mechanical properties of the LHF. These degradations are particularly pronounced under the CEDWCPS, although the magnitude of these changes gradually diminishes with the progression of dry-wet cycling. Meanwhile, they also reduce the deformation degree, prolong the micropore compaction stage, shorten the unstable crack propagation stage, lower the frequency and intensity of AE events, decrease the high-amplitude and high-frequency AE signals, enlarge crack scales, and shorten the crack initiation time. Among the changes of these indicators, the dry-wet cycling plays a dominant role. The crack types of LHF under the CEDWCPS (LHFCEDWCPS) are predominantly tensile cracks, supplemented by shear cracks. The failure mode can be defined as tensile-shear composite failure. Finally, the established PDCM effectively captures the nonlinear deformation of micropore and the linear deformation of the matrix in LHFCEDWCPS, with all corresponding R2 consistently exceeding 0.97.

Keywords

Dry-wet cycling / Precompression stress / Coupled effect / Fractured limestone / Damage evolution / Damage constitutive model

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Shunbo Zhang, Zhongping Yang, Yang Gao, Miao Liu, Shanmeng Hou. Damage evolution and constitutive model of limestone with horizontal fissure under the coupled effects of dry-wet cycling and precompression stress. Int J Min Sci Technol, 2026, 36(1): 205-228 DOI:10.1016/j.ijmst.2025.11.011

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CRediT authorship contribution statement

Shunbo Zhang: Writing - original draft, Visualization, Valida-tion, Software, Methodology, Investigation, Formal analysis, Data curation, Conceptualization. Zhongping Yang: Writing - review & editing, Supervision, Resources, Project administration, Method-ology, Investigation, Funding acquisition, Formal analysis, Concep-tualization. Yang Gao: Writing - review & editing, Supervision, Resources, Project administration, Methodology, Investigation, Funding acquisition, Conceptualization. Miao Liu: Validation, Methodology, Investigation, Formal analysis, Data curation. Shan-meng Hou: Software, Methodology, Investigation, Formal analysis, Data curation, Conceptualization.

Data availability

The data that support the findings of this study are available from the corresponding author upon reasonable request.

Declaration of competing interest

The authors declare that they have no known competing finan-cial interests or personal relationsh ips that could have appeared to influence the work reported in this paper.

Acknowledgments

This work was supported by the Yunnan Province Science and Technology Plan Project (No. 202403AA080001-4), the Key Research and Development Project of Guangxi, China (No. gui-keAB24010144), and the National Key Research and Development Project of China (Nos. 2021YFB3901402 and 2018YFC1504802).

References

[1]

Yin YP, Huang BL, Wang WP, Wei YJ, Ma XH, Ma F, Zhao CJ. Reservoir-induced landslides and risk control in three Gorges project on Yangtze River, China. J Rock Mech Geotech Eng 2016; 8(5):577-95.

[2]

Wang LQ, Yin YP, Huang BL, Dai ZW. Damage evolution and stability analysis of the Jianchuandong dangerous rock mass in the three Gorges Reservoir Area. Eng Geol 2020;265:105439.

[3]

Wang XB, Yin YP, Zhang ZH, Huang BL, Wang LQ, Zhao P, Yi ZQ. Potential failure mechanism and tsunami risk analysis of the Longmen dangerous rock mass in the scenic area within the three gorges reservoir area, China. Nat Hazards 2024; 120(11):9421-44.

[4]

Yang H, Liu SH, Tang MG, Xiao XX, Cai GJ. Field test study on rock mass deterioration characteristics of bank slope hydro-fluctuation belt of three Gorges Reservoir. Nat Hazards 2025; 121(8):8929-50.

[5]

Wang C, Tian C, Liu B, Liu YK. The effect of rock mass deterioration on geological disasters in the subsidence zone of Shennongxi section in the three Gorges Reservoir area. Resour Environ Eng 2020; 34(4):550-3. In Chinese.

[6]

Luo ZS, Zhu ZX, Jiang Q, Xu XL, Liu DX, Zhou ML. Study on the evolution law of sandstone porosity under soaking-drying cycles. KSCE J Civ Eng 2022; 26 (1):25-34.

[7]

Tang HM, Wasowski J, Juang CH. Geohazards in the three Gorges Reservoir Area, China-Lessons learned from decades of research. Eng Geol 2019;261:105267.

[8]

Huang B, Zhang Z, Yin Y, Fei M. A case study of pillar-shaped rock mass failure in the three Gorges Reservoir Area, China. Q J Eng Geol Hydrogeol 2016; 49 (3):195-202.

[9]

Yin YP, Wang LQ, Huang BL, Zhang ZH, Dai ZW. Evolution analysis of the Banbiyan dangerous rock mass in the three gorges reservoir area, China. Georisk: Assess Manag Risk Eng Syst Geohazards 2023; 17(2):376-86.

[10]

Zhang KQ, Wang LQ, Dai ZW, Huang BL, Zhang ZH. Evolution trend of the Huangyanwo rock mass under the action of reservoir water fluctuation. Nat Hazards 2022; 113(3):1583-600.

[11]

Zhang L, Wang GL, Liu BL, Sun F, Wang RQ. Experimental investigation of the fracture evolution and fracture criterion of jointed sandstone subject to dry-wet cycling. Bull Eng Geol Environ 2023; 82(4):101.

[12]

Che YX, Song YJ, Yang HM, Chen JX, Meng C, Zhang JQ. Damage behaviour of sandstone induced by combination of dry-wet cycles and acidic environment. Environ Earth Sci 2022; 82(1):19.

[13]

Li XS, Peng K, Peng J, Hou D. Experimental investigation of cyclic wetting-drying effect on mechanical behavior of a medium-grained sandstone. Eng Geol 2021;293:106335.

[14]

Pu H, Yi QY, Jivkov AP, Bian ZF, Chen WQ, Wu JY. Effect of dry-wet cycles on dynamic properties and microstructures of sandstone: Experiments and modelling. Int J Min Sci Technol 2024; 34(5):655-79.

[15]

Huang X, Pang JY, Zou JQ. Study on the effect of dry-wet cycles on dynamic mechanical properties of sandstone under sulfuric acid solution. Rock Mech Rock Eng 2022; 55(3):1253-69.

[16]

Wang LQ, Yin YP, Zhou CY, Huang BL, Wang WP. Damage evolution of hydraulically coupled Jianchuandong dangerous rock mass. Landslides 2020; 17(5):1083-90.

[17]

Ma DH, Yao HY, Xiong J, Zhu DY, Lu JG. Experimental study on the deterioration mechanism of sandstone under the condition of wet-dry cycles. KSCE J Civ Eng 2022; 26(6):2685-94.

[18]

Huang Z, Zhang W, Zhang H, Zhang JB, Hu ZJ. Damage characteristics and new constitutive model of sandstone under wet-dry cycles. J Mt Sci 2022; 19 (7):2111-25.

[19]

Tan H, Li JT, Shi ZM, Wang MX, Wang J, Li J. Damage evolution and failure characteristics of red sandstone with prefabricated crack under coupled dry-wet cycle-fatigue loading. Int J Fatigue 2023;175:107751.

[20]

Huang K, Dai ZJ, Meng YY, Yu F, Yao JK, Zhang W, Chi ZC, Chen SX. Mechanical behavior and fracture mechanism of red-bed mudstone under varied dry-wet cycling and prefabricated fracture planes with different loading angles. Theor Appl Fract Mech 2023;127:104094.

[21]

Li X, Cao WG, Su YH. A statistical damage constitutive model for softening behavior of rocks. Eng Geol 2012;143:1-17.

[22]

Shi ZM, Li JT, Zhao Y. Study on damage evolution and constitutive model of sandstone under the coupled effects of wetting-drying cycles and cyclic loading. Eng Fract Mech 2021;253:107883.

[23]

Gao XC, Wang LQ, Xiang YZ, Jiang X, Yang Y, Ran B. Study on the deterioration trend of the rock mass on the reservoir banks under dry-wet cycles. Front Ecol Evol 2022;10:1033935.

[24]

Wang GL, Zhang TY, Zhang L. The law of strength damage and deterioration of jointed sandstone after dry-wet cycles. J Mt Sci 2023; 20(4):1170-82.

[25]

Wang WN, Yao QL, Wang AW, Hudson-Edwards KA, Zheng CK, Yan L, Dai LP, Liu YH. Study of a damage constitutive model for water-bearing coal measures sedimentary rock with nonlinear deformation during compaction stage. Geohazard Mech 2023; 1(3):244-54.

[26]

Feng Z, Li B, Yin YP, He K. Rockslides on limestone cliffs with subhorizontal bedding in the southwestern calcareous area of China. Nat Hazards Earth Syst Sci 2014; 14(9):2627-35.

[27]

Ulusay R.The present and future of rock testing: Highlighting the ISRM suggested methods. The ISRM Suggested Methods for Rock Characterization, Testing and Monitoring: 2007-2014. Cham: Springe, 2014:1-22.

[28]

Huang X, Pang JY, Liu GC, Chen Y. Experimental study on physicomechanical properties of deep sandstone by coupling of dry-wet cycles and acidic environment. Adv Civ Eng 2020; 2020(1):2760952.

[29]

Xu B, Liu XR, Zhou XH, Guo XY, Wang Y, Huang JH, Liu J, Xiong F, Zhang J. Investigation on the dynamic cumulative damage mechanism and stability of bedding rock slope under the deterioration of rock mass in the hydro-fluctuation belt. Bull Eng Geol Environ 2022;81:332.

[30]

Zhang ZH, Deng JH. A new method for determining the crack classification criterion in acoustic emission parameter analysis. Int J Rock Mech Min Sci 2020;130:104323.

[31]

Zhou ZL, Cai X, Ma D, Chen L, Wang SF, Tan LH. Dynamic tensile properties of sandstone subjected to wetting and drying cycles. Constr Build Mater 2018;182:215-32.

[32]

Martyushev DA, Govindarajan SK, Li YW, Yang YF. Experimental study of the influence of the content of calcite and dolomite in the rock on the efficiency of acid treatment. J Petrol Sci Eng 2022;208:109770.

[33]

Larson TE, Sollo Jr. FW, McGurk FF. Complexes affecting the solubility of calcium carbonate in water. ISWS Contract Rep CR 145 1973.

[34]

Stefánsson A, Bénézeth P, Schott J. Potentiometric and spectrophotometric study of the stability of magnesium carbonate and bicarbonate ion pairs to 150 ℃ and aqueous inorganic carbon speciation and magnesite solubility. Geochim Cosmochim Acta 2014;138:21-31.

[35]

Yadav SK, Chakrapani GJ, Gupta MK. An experimental study of dissolution kinetics of calcite, dolomite, leucogranite and gneiss in buffered solutions at temperature 25 and 5°C. Environ Geol 2008; 53(8):1683-94.

[36]

Li SJ, Yang DX, Huang Z, Gu Q, Zhao K. Acoustic emission characteristics and failure mode analysis of rock failure under complex stress state. Theor Appl Fract Mech 2022;122:103666.

[37]

Zhang ZH, Deng JH, Zhu JB, Li LR. An experimental investigation of the failure mechanisms of jointed and intact marble under compression based on quantitative analysis of acoustic emission waveforms. Rock Mech Rock Eng 2018; 51(7):2299-307.

[38]

Liu XX, Li Y, Wang WW. Study on mechanical properties and energy characteristics of carbonaceous shale with different fissure angles under dry-wet cycles. Bull Eng Geol Environ 2022; 81(8):319.

[39]

Wong LNY, Einstein HH. Systematic evaluation of cracking behavior in specimens containing single flaws under uniaxial compression. Int J Rock Mech Min Sci 2009; 46(2):239-49.

[40]

Basu A, Mishra DA, Roychowdhury K. Rock failure modes under uniaxial compression, brazilian, and point load tests. Bull Eng Geol Environ 2013;72:457-75.

[41]

Yao WM, Li CD, Zhan HB, Zhou JQ, Criss RE, Xiong S, Jiang XH. Multiscale study of physical and mechanical properties of sandstone in three gorges reservoir region subjected to cyclic wetting-drying of Yangtze River water. Rock Mech Rock Eng 2020; 53(5):2215-31.

[42]

Shi ZM, Li JT, Wang J. Energy evolution and fracture behavior of sandstone under the coupling action of freeze-thaw cycles and fatigue load. Rock Mech Rock Eng 2023; 56(2):1321-41.

[43]

Liu Y, Dai F. A damage constitutive model for intermittent jointed rocks under cyclic uniaxial compression. Int J Rock Mech Min Sci 2018;103:289-301.

[44]

Wang J, Li JT, Shi ZM. Deformation damage and acoustic emission characteristics of red sandstone under fatigue-creep interaction. Theor Appl Fract Mech 2022;117:103192.

[45]

Wang RQ, Wang GL, Zhang L, Sun F, Cao TC, Li BY, Xu H. Coupled macro-meso damage constitutive model for fractured rocks based on logistic growth theory. Eng Fract Mech 2023;281:109132.

[46]

Chen WL, Li N. Damage model of the rock mass medium with intermittent cracks. Chin J Geotech Eng 2000;4:430-4. In Chinese.

[47]

Weibull W. A statistical distribution function of wide applicability. J Appl Mech 1951; 18(3):293-7.

[48]

Gao F, Xiong X, Xu CS, Zhou KP. Mechanical property deterioration characteristics and a new constitutive model for rocks subjected to freeze-thaw weathering process. Int J Rock Mech Min Sci 2021;140:104642.

[49]

Gao JJ, Jin JJ, Wang DG, Lei SG, Lu JG, Xiao H, Li J, Li HD. Mechanical and microstructural properties of schist exposed to freeze-thaw cycles, dry-wet cycles, and alternating actions. Int J Min Sci Technol 2025; 35(5):783-800.

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