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  • 1
    Online Resource
    Online Resource
    Hindawi Limited ; 2018
    In:  Advances in Civil Engineering Vol. 2018 ( 2018), p. 1-15
    In: Advances in Civil Engineering, Hindawi Limited, Vol. 2018 ( 2018), p. 1-15
    Abstract: The influence of acid solution and immersion time on the physicomechanical properties of sandstone is investigated. Uniaxial compression tests on sandstone samples are conducted to determine the variations of relative mass, deformation, and strength characteristics of sandstone subjected to different pH sulfuric acid corrosion values. The changes of pH and Mg 2+ and Ca 2+ concentration of immersion solutions are monitored during soaking. The corrosion mechanism of sandstone attacked by the acid solution is discussed with the results of SEM tests. Based on the nondestructive CT scanning test, the damage variables of acid-corroded sandstone are deduced, and the damage degree of sandstone is quantitatively analyzed. The results indicate that the deformation characteristics of sandstone samples under acid attack are characterized by the softening of rock, and the softening degree gradually increases with the increase of the acidity and the soaking time. The peak strength of sandstone samples declines as soaking time extends. The chemical effects lead to a large amount of dissolution of the rock mineral assemblage, resulting in the large-scale development of the pores inside the rock, which changes the macroscopic mechanical properties. The damage variables of acid corrosion sandstone based on CT numbers are deduced, and the quantitative relationship between damage variables and immersion time is established, which provides a basis for constructing a damage constitutive model of sandstone in the acidic environment.
    Type of Medium: Online Resource
    ISSN: 1687-8086 , 1687-8094
    Language: English
    Publisher: Hindawi Limited
    Publication Date: 2018
    detail.hit.zdb_id: 2449760-5
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  • 2
    Online Resource
    Online Resource
    Hindawi Limited ; 2019
    In:  Advances in Civil Engineering Vol. 2019 ( 2019-02-17), p. 1-16
    In: Advances in Civil Engineering, Hindawi Limited, Vol. 2019 ( 2019-02-17), p. 1-16
    Abstract: This paper takes the Dizong tunnel engineering as its background. Combined with the on-site monitoring data, the wavelet packet program based on MATLAB was compiled to study the vibration response of the four-story masonry building in a typical southwestern mountainous area of China under the blasting load. The results showed that the maximum particle velocity increased to the 3rd floor and attenuation occurred on the 4th floor. The particle velocity in the z -direction was the largest and should be paid attention. The dominant frequency of the building showed a trend from high frequency to low frequency, the duration became short, and the acceleration decreased to the 4th floor. With the increase of the building floor, the main frequency domain of the building decreased and then gradually tended to the low-frequency domain. The high-frequency particle velocity gradually decreased, gathered to the low frequency, and developed from the dispersed multiband to the concentrated low-frequency band. The total energy value of vibration increased to the 3rd floor and then decreased to the 4th floor. The energy of the building was between 0 and 171.6 Hz. The higher the floor was, the more concentrated the energy was in the low-frequency domain.
    Type of Medium: Online Resource
    ISSN: 1687-8086 , 1687-8094
    Language: English
    Publisher: Hindawi Limited
    Publication Date: 2019
    detail.hit.zdb_id: 2449760-5
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  • 3
    Online Resource
    Online Resource
    SAGE Publications ; 2019
    In:  Advances in Mechanical Engineering Vol. 11, No. 2 ( 2019-02), p. 168781401882516-
    In: Advances in Mechanical Engineering, SAGE Publications, Vol. 11, No. 2 ( 2019-02), p. 168781401882516-
    Type of Medium: Online Resource
    ISSN: 1687-8140 , 1687-8140
    Language: English
    Publisher: SAGE Publications
    Publication Date: 2019
    detail.hit.zdb_id: 2501620-9
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  • 4
    Online Resource
    Online Resource
    American Society of Civil Engineers (ASCE) ; 2023
    In:  International Journal of Geomechanics Vol. 23, No. 3 ( 2023-03)
    In: International Journal of Geomechanics, American Society of Civil Engineers (ASCE), Vol. 23, No. 3 ( 2023-03)
    Type of Medium: Online Resource
    ISSN: 1532-3641 , 1943-5622
    Language: English
    Publisher: American Society of Civil Engineers (ASCE)
    Publication Date: 2023
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  • 5
    Online Resource
    Online Resource
    Elsevier BV ; 2023
    In:  Journal of Building Engineering Vol. 71 ( 2023-07), p. 106499-
    In: Journal of Building Engineering, Elsevier BV, Vol. 71 ( 2023-07), p. 106499-
    Type of Medium: Online Resource
    ISSN: 2352-7102
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2023
    detail.hit.zdb_id: 2810749-4
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  • 6
    Online Resource
    Online Resource
    Springer Science and Business Media LLC ; 2021
    In:  Rock Mechanics and Rock Engineering Vol. 54, No. 1 ( 2021-01), p. 289-302
    In: Rock Mechanics and Rock Engineering, Springer Science and Business Media LLC, Vol. 54, No. 1 ( 2021-01), p. 289-302
    Type of Medium: Online Resource
    ISSN: 0723-2632 , 1434-453X
    Language: English
    Publisher: Springer Science and Business Media LLC
    Publication Date: 2021
    detail.hit.zdb_id: 1476578-0
    SSG: 16,13
    SSG: 19,1
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  • 7
    Online Resource
    Online Resource
    Hindawi Limited ; 2020
    In:  Advances in Civil Engineering Vol. 2020 ( 2020-07-30), p. 1-15
    In: Advances in Civil Engineering, Hindawi Limited, Vol. 2020 ( 2020-07-30), p. 1-15
    Abstract: The physicomechanical deterioration characteristics of sandstone subjected to H 2 SO 4 , HCl, and H 2 O solutions of different pH values are studied by the method of long-term accelerated immersion. The quantitative relationships between the damage variables based on CT (computer tomographic identification technology) numbers and the immersion time, the uniaxial compressive strength, the peak point strain, and the elastic modulus of rock samples are analyzed. The test results indicate that the pH value of immersion solutions, the dissolution rate of Ca 2+ and Na + , and the quality change of rock samples show visible stage characteristics under acidic environment. With the soaking time extended, the pH value of solutions increases gradually, and the quality change of rock samples decreases gradually. The smaller the pH value of immersion solutions is, the higher the dissolution rate of Ca 2+ and Na + is. However, the cation dissolution rate under a weak acid environment with a high pH value has little difference with that under the distilled water (pH = 7). With the increase of the soaking time and the acidity, the compaction stage of rock samples becomes longer, the elastic stage becomes shorter, the deterioration degree of mechanical parameters becomes more extensive, and the destruction of sandstone samples shows ductility characteristics increasingly. The corrosion degree of corroded sandstone samples is quantitatively represented by microscopic damage variables based on CT numbers. The regression analysis results show that damage variables of acid-corroded sandstone samples have a power function relationship with soaking time and an exponential function relationship with peak strength, peak point strain, and elastic modulus.
    Type of Medium: Online Resource
    ISSN: 1687-8086 , 1687-8094
    Language: English
    Publisher: Hindawi Limited
    Publication Date: 2020
    detail.hit.zdb_id: 2449760-5
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  • 8
    In: Shock and Vibration, Hindawi Limited, Vol. 2021 ( 2021-3-23), p. 1-14
    Abstract: Due to its unique technological characteristics, coal mining and production often encounter an acid corrosion environment caused by acid gases. Acid erosion and a series of chemical reactions caused by it often led to the deterioration of coal, rock, support structure, etc. and induced serious safety accidents. To further explore the macro-mesoscopic damage evolution law and failure mechanisms of rock masses under corrosion conditions through numerical simulation, a zonal refined numerical model that can reflect the acid corrosion characteristics of sandstone is established based on CT and digital image processing (DIP). The uniaxial compression test of corroded sandstone is simulated by ABAQUS software. Comparing the numerical simulation results with the physical experiment results, we found that the three-dimensional finite element model based on CT scanning technology can genuinely reflect sandstone’s corrosion characteristic. The numerical simulation results of the stress-strain curve and macroscopic failure mode of the acid-corroded sandstone are in good agreement with the experimental results, which provides a useful method for further studying the damage evolution mechanism of the acid-corroded rock mass. Furthermore, the deformation and damage evolution law of the corroded sandstone under uniaxial compression is qualitatively analyzed based on the numerical simulation. The results show that the rock sample’s axial displacement decreases gradually from top to bottom under the axial load, and the vertical variation is relatively uniform. In contrast, the rock sample’s removal gradually increases with the increase of axial pressure, and the growth presents a certain degree of nonuniformity in the vertical. The acid-etched rock sample’s damage starts from both the end and the middle; it first appears in the corroded area. Moreover, with the displacement load increase, it gradually develops and is merged in the middle of the rock sample and forms macroscopic damage.
    Type of Medium: Online Resource
    ISSN: 1875-9203 , 1070-9622
    Language: English
    Publisher: Hindawi Limited
    Publication Date: 2021
    detail.hit.zdb_id: 2070162-7
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  • 9
    Online Resource
    Online Resource
    MDPI AG ; 2023
    In:  Applied Sciences Vol. 13, No. 9 ( 2023-04-27), p. 5454-
    In: Applied Sciences, MDPI AG, Vol. 13, No. 9 ( 2023-04-27), p. 5454-
    Abstract: With the rise of the fourth industrial revolution, traditional methods of analyzing investment have been transformed into intelligent methods under big data and the Internet of Things. This has created a new approach to solving practical engineering problems. This paper examines the formation and evolution of the application of inversion theory in tunnel and underground engineering, summarizing research progress using traditional and intelligent inversion analysis methods to identify three types of target unknown quantities in tunnels and underground projects: initial ground stress, support structure load, and tunnel characteristic parameters. It also offers an outlook on how to optimize inversion analysis methods to solve more challenging and complex tunneling problems in the context of informatization, digitalization, and intelligence. In the current research process of tunnel and underground space engineering problems, the inversion theory system has been improved, but inversion analysis methods still face many challenges. These include the low reliability of initial ground stress inversion under complex geological conditions, the lack of indicators to objectively evaluate the accuracy of inversion analysis, and the high costs of intelligent inversion analysis means. Moving forward in the context of big data and the information era, the future development direction for inversion theory and inversion methods in tunnel and underground space engineering is to combine new monitoring technology, computer vision technology, and simulation analysis technology to establish multifaceted intelligent inversion analysis models.
    Type of Medium: Online Resource
    ISSN: 2076-3417
    Language: English
    Publisher: MDPI AG
    Publication Date: 2023
    detail.hit.zdb_id: 2704225-X
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  • 10
    Online Resource
    Online Resource
    Elsevier BV ; 2019
    In:  International Journal of Rock Mechanics and Mining Sciences Vol. 122 ( 2019-10), p. 104079-
    In: International Journal of Rock Mechanics and Mining Sciences, Elsevier BV, Vol. 122 ( 2019-10), p. 104079-
    Type of Medium: Online Resource
    ISSN: 1365-1609
    Language: English
    Publisher: Elsevier BV
    Publication Date: 2019
    detail.hit.zdb_id: 2016557-2
    SSG: 19,1
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