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Erschienen in: Rock Mechanics and Rock Engineering 4/2020

25.11.2019 | Original Paper

Weakening Laws of Mechanical Properties of Sandstone Under the Effect of Chemical Corrosion

verfasst von: Yun Lin, Keping Zhou, Jielin Li, Bo Ke, Rugao Gao

Erschienen in: Rock Mechanics and Rock Engineering | Ausgabe 4/2020

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Abstract

The mechanical properties of rocks are significantly affected by chemical corrosion. To explore the influence of chemical corrosion on the weakening laws of sandstone mechanical properties, the porosity and pore size distribution (PSD) of sandstone samples immersed in different chemical solutions was measured by the nuclear magnetic resonance (NMR) technique. The damage variable based on the change of porosity was proposed to analyse the chemical damage to the sandstone samples. Moreover, both compressive and Brazilian tensile tests under static and dynamic conditions were carried out using a conventional servo-controlled testing machine and a split Hopkinson pressure bar (SHPB) system. The results showed that the porosity and proportion of macropores of the sandstone increase after chemical corrosion. The weakening laws of compressive and tensile strength of the sandstone under static and dynamic states are similar, and the relations among them and the damage variable are exponential. The dynamic tensile strength is most sensitive to the effects of chemical corrosion. The order of the degree of damage of chemical solutions on mechanical properties of sandstone is: DH2SO4 > DNaOH > DDistilledwater. Based on the experimental data, the relationships between the mechanical properties and chemical damage variable can be described as exponential equations. Additionally, the variations of dynamic increase factors versus chemical damage variable, the relationship between PSD and the strength of the chemically corroded sandstone, and the corrosion mechanism are also investigated.

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Literatur
Zurück zum Zitat Bieniawski ZT, Hwakes I (1978) Suggested methods for determining the tensile strength of rock materials. Int J Rock Mech Min Sci Geomech Abstr 15(3):99–103CrossRef Bieniawski ZT, Hwakes I (1978) Suggested methods for determining the tensile strength of rock materials. Int J Rock Mech Min Sci Geomech Abstr 15(3):99–103CrossRef
Zurück zum Zitat Chan Y, Luo X, Sun W (2000) Compressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800 °C. Cem Concr Res 30(2):247–251CrossRef Chan Y, Luo X, Sun W (2000) Compressive strength and pore structure of high-performance concrete after exposure to high temperature up to 800 °C. Cem Concr Res 30(2):247–251CrossRef
Zurück zum Zitat Chen S, Feng X, Li S (2003) The fracturing behaviors of Three Gorges granite under chemical erosion. Rock Soil Mech 24(5):817–821 (in Chinese) Chen S, Feng X, Li S (2003) The fracturing behaviors of Three Gorges granite under chemical erosion. Rock Soil Mech 24(5):817–821 (in Chinese)
Zurück zum Zitat Daigle H, Hayman NW, Kelly ED, Milliken KL, Jiang H (2017) Fracture capture of organic pores in shales. Geophys Res Lett 44(5):2167–2176CrossRef Daigle H, Hayman NW, Kelly ED, Milliken KL, Jiang H (2017) Fracture capture of organic pores in shales. Geophys Res Lett 44(5):2167–2176CrossRef
Zurück zum Zitat Fakhimi A, Gharahbagh EA (2011) Discrete element analysis of the effect of pore size and pore distribution on the mechanical behavior of rock. Int J Rock Mech Min Sci 48(1):77–85CrossRef Fakhimi A, Gharahbagh EA (2011) Discrete element analysis of the effect of pore size and pore distribution on the mechanical behavior of rock. Int J Rock Mech Min Sci 48(1):77–85CrossRef
Zurück zum Zitat Feng X, Seto M (1999) A new method of modelling the rock micro-fracturing process in double-torsion experiments using neural networks. Int J Anal Numer Methods Geomech 23(9):905–923CrossRef Feng X, Seto M (1999) A new method of modelling the rock micro-fracturing process in double-torsion experiments using neural networks. Int J Anal Numer Methods Geomech 23(9):905–923CrossRef
Zurück zum Zitat Feng X, Chen S, Zhou H (2004a) Real-time computerized tomography (CT) experiments on sandstone damage evolution during triaxial compression with chemical corrosion. Int J Rock Mech Min Sci 41(2):181–192CrossRef Feng X, Chen S, Zhou H (2004a) Real-time computerized tomography (CT) experiments on sandstone damage evolution during triaxial compression with chemical corrosion. Int J Rock Mech Min Sci 41(2):181–192CrossRef
Zurück zum Zitat Feucht L, Logan JM (1990) Effects of chemically active solutions on shearing behavior of a sandstone. Tectonophysics 175(1–3):159–176CrossRef Feucht L, Logan JM (1990) Effects of chemically active solutions on shearing behavior of a sandstone. Tectonophysics 175(1–3):159–176CrossRef
Zurück zum Zitat Gao F, Wang Q, Deng H, Zhang J, Tian W, Ke B (2017) Coupled effects of chemical environments and freeze–thaw cycles on damage characteristics of red sandstone. B Eng Geol Environ 76(4):1481–1490CrossRef Gao F, Wang Q, Deng H, Zhang J, Tian W, Ke B (2017) Coupled effects of chemical environments and freeze–thaw cycles on damage characteristics of red sandstone. B Eng Geol Environ 76(4):1481–1490CrossRef
Zurück zum Zitat Huang Y, Yang S (2017) The tensile mechanical behavior of granite containing pre-existing holes after high temperature treatment. J China Univ Min Technol 46(4):783–791 (in Chinese) Huang Y, Yang S (2017) The tensile mechanical behavior of granite containing pre-existing holes after high temperature treatment. J China Univ Min Technol 46(4):783–791 (in Chinese)
Zurück zum Zitat ISRM (1981) Rock characterization testing and monitoring: ISRM suggested methods. Pergamon Press, Oxford ISRM (1981) Rock characterization testing and monitoring: ISRM suggested methods. Pergamon Press, Oxford
Zurück zum Zitat Kachanov LM (1999) Rupture time under creep conditions. Int J Fracture 97(1–4):11–18CrossRef Kachanov LM (1999) Rupture time under creep conditions. Int J Fracture 97(1–4):11–18CrossRef
Zurück zum Zitat Li X, Zou Y, Zhou Z (2014) Numerical simulation of the rock SHPB test with a special shape striker based on the discrete element method. Rock Mech Rock Eng 47(5):1693–1709CrossRef Li X, Zou Y, Zhou Z (2014) Numerical simulation of the rock SHPB test with a special shape striker based on the discrete element method. Rock Mech Rock Eng 47(5):1693–1709CrossRef
Zurück zum Zitat Li X, Zhou T, Li D (2017) Dynamic strength and fracturing behavior of single-flawed prismatic marble specimens under impact loading with a split-Hopkinson pressure bar. Rock Mech Rock Eng 50(1):29–44CrossRef Li X, Zhou T, Li D (2017) Dynamic strength and fracturing behavior of single-flawed prismatic marble specimens under impact loading with a split-Hopkinson pressure bar. Rock Mech Rock Eng 50(1):29–44CrossRef
Zurück zum Zitat Liu C, Deng H, Zhao H, Zhang J (2018a) Effects of freeze-thaw treatment on the dynamic tensile strength of granite using the Brazilian test. Cold Reg Sci Technol 155:327–332CrossRef Liu C, Deng H, Zhao H, Zhang J (2018a) Effects of freeze-thaw treatment on the dynamic tensile strength of granite using the Brazilian test. Cold Reg Sci Technol 155:327–332CrossRef
Zurück zum Zitat Lu G, Yan E, Wang X, Xie L, Gao L (2014a) Study of impact of fractal dimension of pore distribution on compressive strength of porous material. Rock Soil Mech 35(8):2261–2269 (in Chinese) Lu G, Yan E, Wang X, Xie L, Gao L (2014a) Study of impact of fractal dimension of pore distribution on compressive strength of porous material. Rock Soil Mech 35(8):2261–2269 (in Chinese)
Zurück zum Zitat Palchik V (1999) Influence of porosity and elastic modulus on uniaxial compressive strength in soft brittle porous sandstones. Rock Mech Rock Eng 32(4):303–309CrossRef Palchik V (1999) Influence of porosity and elastic modulus on uniaxial compressive strength in soft brittle porous sandstones. Rock Mech Rock Eng 32(4):303–309CrossRef
Zurück zum Zitat Tang Z, Zhai C, Zou Q, Qin L (2016) Changes to coal pores and fracture development by ultrasonic wave excitation using nuclear magnetic resonance. Fuel 186:571–578CrossRef Tang Z, Zhai C, Zou Q, Qin L (2016) Changes to coal pores and fracture development by ultrasonic wave excitation using nuclear magnetic resonance. Fuel 186:571–578CrossRef
Zurück zum Zitat Vernik L, Bruno M, Bovberg C (1993) Empirical relations between compressive strength and porosity of siliciclastic rocks. Int J Rock Mech Min Sci Geomech Abstr 30(7):677–680CrossRef Vernik L, Bruno M, Bovberg C (1993) Empirical relations between compressive strength and porosity of siliciclastic rocks. Int J Rock Mech Min Sci Geomech Abstr 30(7):677–680CrossRef
Zurück zum Zitat Xu X, Gao F, Zhang Z (2018) Thermo-mechanical coupling damage constitutive model of rock based on the Hoek-Brown strength criterion. Int J Damage Mech 27(8):1213–1230CrossRef Xu X, Gao F, Zhang Z (2018) Thermo-mechanical coupling damage constitutive model of rock based on the Hoek-Brown strength criterion. Int J Damage Mech 27(8):1213–1230CrossRef
Zurück zum Zitat Yang Y, Ju Y, Liu H, Wang H (2009) Influence of porous structure properties on mechanical performances of rock. Chin J Rock Mech Eng 28(10):2031–2038 (in Chinese) Yang Y, Ju Y, Liu H, Wang H (2009) Influence of porous structure properties on mechanical performances of rock. Chin J Rock Mech Eng 28(10):2031–2038 (in Chinese)
Zurück zum Zitat Yin T, Li X, Cao W, Xia K (2015) Effects of thermal treatment on tensile strength of Laurentian granite using Brazilian test. Rock Mech Rock Eng 48(6):2213–2223CrossRef Yin T, Li X, Cao W, Xia K (2015) Effects of thermal treatment on tensile strength of Laurentian granite using Brazilian test. Rock Mech Rock Eng 48(6):2213–2223CrossRef
Zurück zum Zitat Zhang C, Tu S, Bai Q (2018) Evaluation of pore size and distribution impacts on uniaxial compressive strength of lithophysal rock. Arab J Sci Eng 43(3):1235–1246CrossRef Zhang C, Tu S, Bai Q (2018) Evaluation of pore size and distribution impacts on uniaxial compressive strength of lithophysal rock. Arab J Sci Eng 43(3):1235–1246CrossRef
Metadaten
Titel
Weakening Laws of Mechanical Properties of Sandstone Under the Effect of Chemical Corrosion
verfasst von
Yun Lin
Keping Zhou
Jielin Li
Bo Ke
Rugao Gao
Publikationsdatum
25.11.2019
Verlag
Springer Vienna
Erschienen in
Rock Mechanics and Rock Engineering / Ausgabe 4/2020
Print ISSN: 0723-2632
Elektronische ISSN: 1434-453X
DOI
https://doi.org/10.1007/s00603-019-01998-z

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