Abstract

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 σpk, peak strain εpk, elastic modulus E, cohesion c, and internal friction angle φ) and characteristic stress parameters (closure stress σcc, initiation stress σci, and dilatancy stress σcd) of sandstone first increased and then decreased with the increase of pH in the Na2SO4 solution, Poisson’s ratio µ 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.

Highlights

  • The surrounding rock of underground engineering contains a certain amount of water more or less [1,2]

  • The failure of surrounding rock in actual underground engineering is the result of the comprehensive action of excavation unloading and chemical corrosion, and it is an important factor affecting the stability of surrounding rock in underground engineering

  • Feng et al [4] carried out a microscopic analysis of chemically corroded sandstone through CT scanning imaging technology and tested the strength through a compression test

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Summary

Introduction

The surrounding rock of underground engineering contains a certain amount of water more or less [1,2]. It is necessary to study the damage and deterioration mechanism of rock under chemical corrosion. Some scholars have studied the physical and mechanical properties of rocks under chemical corrosion. Li et al [5,6] analyzed the sandstone corroded by H2 SO4 by means of NMR and SEM and revealed the metamorphic mechanism in an acidic environment. Gong et al [7] studied the red sandstone with a single prefabricated crack after hydrochemical corrosion through a uniaxial compression test and analyzed the influence of different chemical solutions on the mechanical properties of sandstone. Lin et al [8] analyzed the porosity of chemically corroded sandstone by NMR, analyzed the mechanical properties by uniaxial compression test, and established a damage constitutive model that can be used to describe chemically corroded sandstone. Han et al [9,10,11]

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