Study on Mechanical Behavior and Energy Mechanism of Sandstone under Chemical Corrosion

被引:10
作者
Chen, Lei [1 ]
Jia, Baoxin [1 ]
Zhang, Shuguang [2 ]
机构
[1] Liaoning Tech Univ, Civil Engn Inst, Fuxin 123000, Peoples R China
[2] Guilin Univ Technol, Guangxi Key Lab Geotechn Mech & Engn, Guilin 541004, Peoples R China
基金
中国国家自然科学基金;
关键词
rock mechanics; sandstone; chemical corrosion; characteristic stress; energy damage; DAMAGE EVOLUTION; YELLOW SANDSTONE; MODEL; COMPRESSION;
D O I
10.3390/ma15041613
中图分类号
O64 [物理化学(理论化学)、化学物理学];
学科分类号
070304 ; 081704 ;
摘要
Chemical corrosion has a significant impact on the properties of rock materials. To study the mechanical behavior and energy mechanism of rock under chemical corrosion, this paper took the sandstone of Haitangshan tunnel in Fuxin as the research object, used a Na2SO4 solution to simulate different chemical environments, carried out a triaxial loading test on sandstone through the MTS815.02 test system, and analyzed the mechanical parameters and energy damage evolution law of sandstone under different chemical environments. The test results showed that the basic mechanical parameters (peak strength sigma(pk), peak strain epsilon(pk), elastic modulus E, cohesion c, and internal friction angle phi) and characteristic stress parameters (closure stress sigma(cc), initiation stress sigma(ci), and dilatancy stress sigma(cd)) of sandstone first increased and then decreased with the increase of pH in the Na2SO4 solution, Poisson's ratio mu showed the opposite trend, and the extreme values of all parameters were taken when pH = 7. The influence degree of different pHs on the mechanical parameters of sandstone were as follows: strong acid environment (pH <= 4) > strong alkali environment (pH >= 10) > weak acid environment (4 <= pH < 6) > weak alkali environment (8 <= pH < 10) > neutral environment (6 < pH< 8). The total energy and elastic strain energy increased first and then decreased, and the dissipated energy was the opposite. The damage variable decreased first and then increased. With the increasing concentration of the Na2SO4 solution, all the above parameters changed monotonically. Based on the energy theory, the damage evolution equation considering the effect of the Na2SO4 concentration was established. Combined with the test data, the model was verified and the result was good. Under the action of Na2SO4 corrosion, Ca2+ in calcite and Fe2+ in hematite were dissolved and precipitated. With the gradual increase of Ca2+ and Fe2+ concentration, the damage variable increased gradually. The relationship between the two ion concentrations and the damage variable approximately satisfied a linear function.
引用
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页数:21
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共 30 条
[1]   Deterioration of shear strength parameters of limestone joints under simulated acid rain condition [J].
Basu, Arindam ;
Ram, Bikash Kumar ;
Nanda, Nirmal Kumar ;
Nayak, Sushil Subhadeep .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2020, 135
[2]   Effect of Nano-SiO2 on the Microstructure and Mechanical Properties of Concrete under High Temperature Conditions [J].
Brzozowski, Piotr ;
Strzalkowski, Jaroslaw ;
Rychtowski, Piotr ;
Wrobel, Rafal ;
Tryba, Beata ;
Horszczaruk, Elzbieta .
MATERIALS, 2022, 15 (01)
[3]   Compressive failure characteristics of yellow sandstone subjected to the coupling effects of chemical corrosion and repeated freezing and thawing [J].
Fang, Xinyu ;
Xu, Jinyu ;
Wang, Peixi .
ENGINEERING GEOLOGY, 2018, 233 :160-171
[4]   Real-time computerized tomography (CT) experiments on sandstone damage evolution during triaxial compression with chemical corrosion [J].
Feng, XT ;
Chen, SL ;
Zhou, H .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2004, 41 (02) :181-192
[5]   Coupled effects of chemical environments and freeze-thaw cycles on damage characteristics of red sandstone [J].
Gao, Feng ;
Wang, Qiaoli ;
Deng, Hongwei ;
Zhang, Jian ;
Tian, Weigang ;
Ke, Bo .
BULLETIN OF ENGINEERING GEOLOGY AND THE ENVIRONMENT, 2017, 76 (04) :1481-1490
[6]   Effect of water chemical corrosion on mechanical properties and failure modes of pre-fissured sandstone under uniaxial compression [J].
Gong, Chuan-Gen ;
Wang, Wei ;
Shao, Jian-Fu ;
Wang, Ru-Bin ;
Feng, Xiao-Wei .
ACTA GEOTECHNICA, 2021, 16 (04) :1083-1099
[7]   Effect of acid mine drainage (AMD) on the alteration of hydrated Portland cement and calcareous sandstone [J].
Gutierrez-Leon, Joan ;
Cama, Jordi ;
Queralt, Ignasi ;
Antonio Jimenez, Jose ;
Soler, Josep M. .
APPLIED GEOCHEMISTRY, 2021, 126
[8]   Mechanism Damage to Mode-I Fractured Sandstone from Chemical Solutions and Its Correlation with Strength Characteristics [J].
Han, Tielin ;
Shi, Junping ;
Chen, Yunsheng ;
Cao, Xiaoshan .
PURE AND APPLIED GEOPHYSICS, 2019, 176 (11) :5027-5049
[9]   Fracturing and Damage to Sandstone Under Coupling Effects of Chemical Corrosion and Freeze-Thaw Cycles [J].
Han, Tielin ;
Shi, Junping ;
Cao, Xiaoshan .
ROCK MECHANICS AND ROCK ENGINEERING, 2016, 49 (11) :4245-4255
[10]   A chemical damage model of sandstone in acid solution [J].
Li, N ;
Zhu, YM ;
Su, B ;
Gunter, S .
INTERNATIONAL JOURNAL OF ROCK MECHANICS AND MINING SCIENCES, 2003, 40 (02) :243-249