Zuosen Luo
China Three Gorges University
GeologyWettingDeformation (engineering)CreepDegradation (geology)Nonlinear systemComposite materialCurve fittingGeotechnical engineeringMaterials scienceConstitutive equationResidual strengthFractal dimensionScanning electron microscopeValue (mathematics)SofteningTime lagReservoir waterWater pressurePore sizeThree gorgesLaboratory resultsMathematicsRock mass classificationPetrologyPorosityShape factorRadiusDissolutionStress (mechanics)
7Publications
3H-index
7Citations
Publications 9
Newest
#1Guoyong DuanH-Index: 1
#2Lehua WangH-Index: 1
Last. Qiao JiangH-Index: 2
view all 6 authors...
Faults or joints widely exist in rock masses, which deeply affect the mechanical properties of rock. The seismic frequency of the Gaoqiao fault and its surrounding areas in the Three Gorges Reservoir area before and after water storage is significantly higher than that in other areas. In this paper, a curved joint is used to simulate the occurrence characteristics of the Gaoqiao fault, and the influence of reservoir water is simulated by adjusting the fracture water pressure. Compared with the c...
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#1Zuosen Luo (CTGU: China Three Gorges University)H-Index: 3
#2Zuoxiang. Zhu (CTGU: China Three Gorges University)
Last. Meiling Zhou (CTGU: China Three Gorges University)H-Index: 1
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In view of the problem whereby the rock masses in water-level fluctuation zones of reservoir banks are susceptible to deterioration due to soaking-drying cycles, the sandstone of a typical landslide in the Three Gorges Reservoir area is selected as the test object to determine the ion concentration of an immersion solution and rock sample via periodic water-rock microscopic images, quantitative back analysis of the porosity changes caused by the dissolution of rock minerals under soaking-drying ...
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#1Meiling Zhou (CTGU: China Three Gorges University)H-Index: 1
#2Jianlin Li (CTGU: China Three Gorges University)H-Index: 5
Last. Deng Huafeng (CTGU: China Three Gorges University)H-Index: 5
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The physical and mechanical properties of the reservoir bank slope are affected by the water-rock interaction. However, few studies considered the impact of long-term water-rock interaction on the evolution law of mesostructure. Therefore, in this study, the water-rock interaction test was conducted on a slightly weathered red-bed soft rock from the Three Gorges Reservoir area, considering the fluctuation in the reservoir water level. The corresponding pore structure parameters were measured and...
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#1Zuosen LuoH-Index: 3
#2Zuoxiang ZhuH-Index: 1
Last. Deng HuafengH-Index: 5
view all 8 authors...
With the continuous construction of large-scale geotechnical engineering, more and more attention has been paid to the long-term stability of rock mass engineering, especially the problem of rock creep under the influence of water. Combined with the author’s previous research on the triaxial creep characteristics of sandstone under water-rock interaction, a nonlinear creep constitutive model was established to capture the degradation behavior of a sandstone rock due to cyclic wetting and drying ...
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#1Qiao Jiang (CTGU: China Three Gorges University)H-Index: 2
#2Deng Huafeng (CTGU: China Three Gorges University)H-Index: 5
Last. Xiao Yao (CTGU: China Three Gorges University)H-Index: 1
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Cyclic wetting and drying process of the reservoir area has been affecting the long term stability of the reservoir area at the bankside (due to the degradation in the physio-mechanical properties of the sandstone). To simulate this phenomenon, an experimental program was designed and executed on the layered sandstone brought from the Three Gorges reservoir area. The following points were noticed based on the laboratory results: (1) The degradation trends of the deformation and strength properti...
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#1Zuosen LuoH-Index: 3
#2Jianlin LiH-Index: 5
Last. Deng HuafengH-Index: 5
view all 5 authors...
Source
#1Qiao JiangH-Index: 2
#2Jianlin LiH-Index: 5
Last. Deng HuafengH-Index: 5
view all 8 authors...
Source
#1Qiao JiangH-Index: 2
#2Jianlin LiH-Index: 5
Last. Deng HuafengH-Index: 5
view all 6 authors...
Source
#1Zuosen LuoH-Index: 3
#2Jianlin LiH-Index: 5
Last. Deng HuafengH-Index: 5
view all 7 authors...
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