yinghui.tian@qq.com
未公开
长聘教授

Post-preload Undrained Uniaxial Capacities of Skirted Circular Foundations in Clay

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The Influence of Padeye Offset on the Bearing Capacity of Three Dimensional Plate Anchors

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Failure Mechanism and Bearing Capacity of Footings Buried at Various Depths in Spatially Random Soils

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Recent development in anchor design for floating structure

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Pore Pressure Characteristics in Isotropic Consolidated Saturated Clay under Unloading Conditions

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A Practical Method to Evaluate Failure Envelopes of Shallow Foundations Considering Soil Strain Softening and Rate Effect

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Buried footings in random soils: comparison of limit analysis and finite element analysis

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Effects of Preloading with Consolidation on Undrained Bearing Capacity of Skirted Circular Footings

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Incorporating Shank Resistance into Prediction of the Keying Behaviour of SEPLAs

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Random finite element for spudcan foundations in spatially variable soils

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Effects of preloading and consolidation on the uplift capacity of skirted foundations

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Comparative study of the compression and uplift of shallow foundations

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Analytical solution for ultimate embedment depth and potential holding capacity of plate anchors

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Assessment of Pipeline Stability in the Gulf of Mexico during Hurricanes Using Dynamic Analysis

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Assessment of Offshore Pipeline using Dynamic Lateral Stability Analysis

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Large Deformation Finite Element Analyses in Geotechnical Engineering

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Uniaxial Capacities of Skirted Foundations in Clay

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Numerical Investigation of the Diving Potential of Offshore Anchors