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RISThe Effect of Ambient Gas Temperature and Density on the Development and Wall Impingement of High-Injection-Pressure Diesel Fuel Sprays
Publisher: The American Society of Mechanical Engineers (ASME)
Abstract: An investigation of the effect of ambient gas temperature and density on diesel fuel spray penetration, spray angle, and wall impingement at an injection pressure of 75–134 MPa was conducted ...
Closed-Form Solution for the Ultimate Bearing Capacity of Large-Diameter Rigid Piles in Sand Based on Two-Wedge and Rotational Failure Mechanisms
Publisher: American Society of Civil Engineers
Abstract: Abstract Large-diameter rigid piles with a low embedded depth-to-diameter ratio have been predominantly
utilized in offshore wind turbines. A reliable way to evaluate the lateral bearing
capacity of rigid piles in sandy ...
Vertical Vibration of a Pipe Pile in Viscoelastic Soil Considering the Three-Dimensional Wave Effect of Soil
Publisher: American Society of Civil Engineers
Abstract: An analytical solution is developed in this paper to investigate the vertical vibration of a pipe pile in viscoelastic soil. The soil is assumed to be a homogeneous and isotropic layer. The pipe pile is considered as a ...
Physics-Informed Optimization for Dynamic Soil–Structure Interaction Analysis of a Pile Partially Embedded in Nonlayered Soils
Publisher: ASCE
Abstract: This study proposes a novel physics-informed optimization approach to account for nonlayered soil conditions for the dynamic soil–structure interaction analysis that is critical for structural health monitoring involving ...
Failure Envelope of an Underground Rectangular Pipe Gallery in Clay under Pipe–Soil Interactions
Publisher: American Society of Civil Engineers
Abstract: Urban underground comprehensive pipe galleries (referred to as UCPGs) often have large rectangular cross sections and are now widely used as underground tunnel spaces for accommodating various engineering pipelines used ...
Response of Inclined Loaded Pile in Layered Foundation Based on Principle of Minimum Potential Energy
Publisher: ASCE
Abstract: To investigate the responses of inclined loaded piles in layered foundations, this paper proposes a generalized solution based on the principle of minimum potential energy. First, the energy equations for an inclined loaded ...
Shaking Table Tests on Seismic Responses of Silica Sand Foundation Reinforced by Vibroflotation
Publisher: American Society of Civil Engineers
Abstract: A series of model tests about vibroflotation were conducted to investigate soil property change on silica sand foundations, especially for earthquake-resistant behavior. First, the process of double-point vibroflotation ...
Shear Mechanical Behavior of Geogrid-Reinforced Calcareous Sands under Inclined Reinforcement Effects
Publisher: American Society of Civil Engineers
Abstract: Geogrid-reinforced calcareous sand (GRCS) is an attractive alternative to enhance the bearing capacity and stability of geotechnical structures in island and coastal areas. Understanding the geogrid–particle interaction ...
Shear Mechanical Behavior of Geogrid-Reinforced Calcareous Sands under Inclined Reinforcement Effects
Publisher: American Society of Civil Engineers
Abstract: Geogrid-reinforced calcareous sand (GRCS) is an attractive alternative to enhance the bearing capacity and stability of geotechnical structures in island and coastal areas. Understanding the geogrid–particle interaction ...
Field Tests on Bearing Characteristics of X-Section Pile Composite Foundation
Publisher: American Society of Civil Engineers
Abstract: To investigate the behavior of X-section cast-in-place concrete piles (XCC pile), a series of static load tests for piled foundation are conducted on the basis of a soft soil reinforcement engineering for a sewage treatment ...