Results 1 to 10 of about 131,683 (191)
Applied Sciences, 2023 This study examines the pore water pressure responses and stability of an unsaturated–saturated consolidating slope under the influence of rainfall infiltration.
Eyo Eyo, Samuel Abbey
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Yantu gongcheng xuebao, 2023 Under the state of chamber pressure, the pore pressure of conditioned soil will be generated, and it can balance the water pressure in front of the excavation to reduce the level of groundwater infiltration.
ZHAN Yongjie 1, 2, WANG Shuying 1, 2, YANG Xiuzhu 1, WANG Haibo 3
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Compression characteristics and models of cohesionless soil
Shuiwen dizhi gongcheng dizhi, 2021 The sediments in the Shenhu sea area of the South China Sea is composed of sand and cohesionless soil, and their mechanical properties have a significant impact on the stability of ocean engineering.
Lu MA
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Using TeX Markup Language for 3D and 2D Geological Plotting
Foundations of Computing and Decision Sciences, 2021 The paper presents technical application of TeX high-level, descriptive markup language for processing geological dataset from soil laboratory. Geotechnical measurements included equivalent soil cohesion, absolute and absolute deformation index, soil ...
Lemenkov Vasiliy, Lemenkova Polina
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Journal of Marine Science and Engineering, 2021 Unlike sedimentary soils, limited studies have dealt with completely decomposed granite (CDG) soils, even though they are plentiful and used extensively in several engineering applications.
Elsayed Elkamhawy +4 more
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Variable moduli of soil strain [PDF]
E3S Web of Conferences, 2019 The experimental diagrams between stress and strain components for soft soils are non-linear. Nonlinear diagrams qualitatively differ for soils of undisturbed and disturbed structures.
Sultanov Karim +3 more
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An elastic-viscous-plastic structured UH model [PDF]
E3S Web of Conferences, 2021 On the basis of the structured unified hardening model (structured UH model) considering soil structured collapse, the time effect is take into account, and an elastic-viscous-plastic structured UH model is extended.
Enyang Zhu, Yihe Wang
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Frontiers in Earth Science, 2022 The capillary component and adsorptive component of matric suction differently impact the soil strength. Due to the cavitation effects of pore water, the adsorption effect dominates the behavior of soil when matric suction exceeds the cavitation tension.
Xiaoang Kong +4 more
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Applied Sciences, 2022 In the shaking table test of a soil–pile–bridge structure system, it is difficult to keep the similarity relations of the model structure and that of the model soil consistent.
Zhi Zhang +3 more
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Study on the Internal Mechanics and Energy Characteristics of Soil under Different Failure Modes
Applied Sciences, 2023 Under uniaxial compression, the soil mass may be subjected to transverse tensile splitting or swelling failure. This failure is caused by the tensile stress in the soil; that is, part of the vertical stress is converted into lateral stress.
Lian-Sheng Tang, Yu-Xi Wang
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