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  • Periodica Polytechnica Budapest University of Technology and Economics  (4)
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  • Periodica Polytechnica Budapest University of Technology and Economics  (4)
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  • 1
    Online Resource
    Online Resource
    Periodica Polytechnica Budapest University of Technology and Economics ; 2018
    In:  Periodica Polytechnica Civil Engineering ( 2018-01-05)
    In: Periodica Polytechnica Civil Engineering, Periodica Polytechnica Budapest University of Technology and Economics, ( 2018-01-05)
    Abstract: After the commencement of the Three Gorges hydropower project, the reservoir water level has been fluctuating by 30 m (145–175 m) annually. The stability of the bank slope has been highlighted since the reservoir water level has been repeated. Apart from that, the long-term effect of the water-rock interaction on the rheological and mechanical properties of the rock was not studied sufficiently. Therefore, a typical sandstone rock was brought from the Three Gorges reservoir area, to meet the purpose of this study. Then, a series of water-rock interaction tests were conducted to simulate the fluctuations in the reservoir water level. Based upon the experimental results, the following points were pointed out: 1) for the first three successive water-rock interaction cycles, the long-term strength of the rock was dramatically reduced. In contrast, the rate of reduction on the long-term strength of the rock was getting a steady state after six successive water rock interactions.2) At the failure stress level, the rock specimens exhibited similar characteristics under different water-rock interaction cycles. 3) The densely compacted micro structures of the sandstone rock were transformed into loose and porous state.
    Type of Medium: Online Resource
    ISSN: 1587-3773 , 0553-6626
    Language: Unknown
    Publisher: Periodica Polytechnica Budapest University of Technology and Economics
    Publication Date: 2018
    detail.hit.zdb_id: 2045172-6
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  • 2
    Online Resource
    Online Resource
    Periodica Polytechnica Budapest University of Technology and Economics ; 2019
    In:  Periodica Polytechnica Civil Engineering ( 2019-01-16)
    In: Periodica Polytechnica Civil Engineering, Periodica Polytechnica Budapest University of Technology and Economics, ( 2019-01-16)
    Abstract: The unloading effect of rock mass excavation is an inevitable practice, and it’s often characterized by a relatively large-scale engineering hazard with a noticeable time lag.A set of unloading triaxial tests were conducted on a sandstone rock to establish the deformation law and the threshold time. Based on the renormalization group theory, the unloading sandstone model was developed by considering the interaction between particles. Similarly, a logistic model was used to predict the unloading damage of sandstone. The unloading time lag damage of sandstone rock was predicted by using the damage threshold. The research shows that: (1) The higher the degree of unloading, the shorter the time-lag failure. (2) The damage range of critical values was optimized. (3) The error between the predicted value and the experimental value of the time threshold was almost less than 5 %, the prediction result was found to be good, and the employed logistic evolution model was reasonable. The findings of this research provide a prediction method and precise information about the mechanism of unloading time lag deformation. Therefore, it can be used as a reference for excavation-support design of underground structures.
    Type of Medium: Online Resource
    ISSN: 1587-3773 , 0553-6626
    Language: Unknown
    Publisher: Periodica Polytechnica Budapest University of Technology and Economics
    Publication Date: 2019
    detail.hit.zdb_id: 2045172-6
    Location Call Number Limitation Availability
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  • 3
    Online Resource
    Online Resource
    Periodica Polytechnica Budapest University of Technology and Economics ; 2019
    In:  Periodica Polytechnica Civil Engineering ( 2019-10-24)
    In: Periodica Polytechnica Civil Engineering, Periodica Polytechnica Budapest University of Technology and Economics, ( 2019-10-24)
    Abstract: Long-term interaction between stress and water pressure leads to creep damage of reservoir bank slope. As a result there will be instability of the bank slopes in many water conservancy projects. The rock mass creeping effect of coupled stress-water pressure was studied by using a typical sandstone rock from the Three Gorges reservoir area. The experiment was conducted by using the rock immersion-air-drying cyclic load rheometer device (designed and manufactured by our research team). Based on the experimental results, the following key points were observed: 1) the creep strain and the steady-state creep rate was increasing when the water pressure increased (at the same stress level). Under the same water pressure, the increase in the axial pressure resulted in the increase in the creep strain and steady creep rate of the sandstone specimens. 2) the increase in the axial pressure increased the creep strain and steady-state creep rate of the sandstone specimens while the water pressure increased. The mechanical properties of the sandstone specimens were affected by the water pressure. 3) the water infiltrates through the pore surfaces. As a result, the rate of deformation will increase while the bearing capacity and long-term strength of the rock decrease. This paper provides a solid theoretical foundation for the evaluation and prediction of reservoir geological hazards.
    Type of Medium: Online Resource
    ISSN: 1587-3773 , 0553-6626
    Language: Unknown
    Publisher: Periodica Polytechnica Budapest University of Technology and Economics
    Publication Date: 2019
    detail.hit.zdb_id: 2045172-6
    Location Call Number Limitation Availability
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  • 4
    Online Resource
    Online Resource
    Periodica Polytechnica Budapest University of Technology and Economics ; 2019
    In:  Periodica Polytechnica Civil Engineering ( 2019-04-25)
    In: Periodica Polytechnica Civil Engineering, Periodica Polytechnica Budapest University of Technology and Economics, ( 2019-04-25)
    Abstract: Residual strength and critical damage parameters are worthy to evaluate the stability of engineered rock masses. In this paper, new thinking, repeated load test on a single specimen was proposed to measure the residual strength of the rock. And author proposed to modify the critical damage value based on residual constitutive energy. The test results showed that: (1) the residual strength of rock is mainly controlled by the confining pressure, without a clear relationship with the confining pressure and stress path of the initial loading failure. (2) The residual strength parameters of the rock specimens under repeated loading test are consistent with the conventional triaxial test. Most importantly, the proposed method is relatively less dispersion, cheap, reliable, and time-saving. (3) The corrected critical damage value was reasonable. Relevant test methods can provide a useful reference for the determination of residual strength parameters and critical damage value.
    Type of Medium: Online Resource
    ISSN: 1587-3773 , 0553-6626
    Language: Unknown
    Publisher: Periodica Polytechnica Budapest University of Technology and Economics
    Publication Date: 2019
    detail.hit.zdb_id: 2045172-6
    Location Call Number Limitation Availability
    BibTip Others were also interested in ...
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