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RISThree-Dimensional Analysis of Nonlinear Pile–Soil Interaction Responses Using 3D Pile Element Model
Publisher: ASCE
Abstract: Due to the complicated geological conditions and complex loads, the pile–soil interaction is a three-dimensional (3D) and highly nonlinear problem. Conventional numerical models have deficiencies to model the nonlinear ...
Computational Model for Electrical Resistivity of Soil–Rock Mixtures
Publisher: American Society of Civil Engineers
Development and Validation of A C0–C7 FE Complex for Biomechanical Study
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: In this study, the digitized geometrical data of the embalmed skull and vertebrae (C0–C7) of a 68-year old male cadaver were processed to develop a comprehensive, geometrically accurate, nonlinear ...
Influence of Cervical Disc Degeneration after Posterior Surgical Techniques in Combined Flexion-Extension—A Nonlinear Analytical Study
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: Laminectomy and facetectomy are surgical techniques used for decompression of the cervical spinal stenosis. Recent in vitro and finite element studies have shown significant cervical spinal ...
Efficient Beam–Column Finite-Element Method for Stability Design of Slender Single Pile in Soft Ground Mediums
Publisher: ASCE
Abstract: Slender single piles are extensively used but susceptible to buckling when embedded in soft ground mediums. Owing to the complexity of soil properties, the soil-structure interaction (SSI) response is sometimes very ...
Portfolio Analysis of Intermodal Underground Logistics System Configuration, Performance, and Building Strategies: A Case Study of Qingdao, China
Publisher: American Society of Civil Engineers
Abstract: AbstractShifting goods movement to the urban underground space has been identified as a preferential
way to achieve sustainable development goals. This paper investigates an intermodal
underground logistics system (IULS) ...