Results 51 to 60 of about 482,254 (291)

Analysis of Laterally Loaded Piles in Undrained Clay Concave Slope

open access: yesGeofluids, 2021
A concave slope is a common type of slope. This paper proposes a simplified method to study the effect of a clay concave slope on laterally loaded piles. The hyperbolic p-y curve model is selected as the lateral pile-soil interaction model of the concave
Chong Jiang, Xintai Li, Pan Liu, Li Pang
doaj   +1 more source

Nonlinear Predictive Framework of the Undrained Clay Slope Effect on the Initial Stiffness of p-y Curves of Laterally Loaded Piles by FEM

open access: yesJournal of Marine Science and Engineering, 2022
The hyperbolic p-y curve method is commonly used to design laterally loaded piles, in which the initial stiffness is one of the two key parameters that need to be determined.
Li Pang, Chong Jiang, Lujie Chen
doaj   +1 more source

Dynamic response of laterally-loaded piles [PDF]

open access: yes, 2009
textThe laterally-loaded pile has long been a topic of research interest. Several models of the soil surrounding a pile have been developed for simulation of lateral pile behavior, ranging from simple spring and dashpot models to sophisticated three ...
Thammarak, Punchet
core  

Numerical Assessment of Laterally Loaded Pile Group Efficiency

open access: yes, 2021
The key factors governing the lateral response of a pile group include the pile-head connection rigidity, the pile-soil relative stiffness, the pile spacing ratio, the pile group size and the pile/soil nonlinear response.
Stacul S., Vaccaro M., Squeglia N.
core   +1 more source

Influence of Scan Strategies in Electron Beam Powder Bed Fusion on Solidification, Microstructure, and High‐Temperature Compressive Properties of γ′‐Strengthened Inconel 738LC

open access: yesAdvanced Engineering Materials, EarlyView.
Experiments and thermophysical simulations were conducted to investigate the electron beam powder bed fusion electron beam (PBF‐EB/M) process for the γ′‐strengthened nickel‐based superalloy Inconel 738LC. The results demonstrate the impact of process‐induced microstructural variations on high‐temperature mechanical behavior, providing a basis for ...
Jan Niklas Petenati   +11 more
wiley   +1 more source

Numerical modelling of rows of discrete piles used to stabilise landslides under long-term conditions in clays

open access: yes, 2013
A literature review found no rigorous solution for the ultimate lateral pile-soil pressure ( ) in a soil characterised by a frictional failure criterion, and that the popular empirical methods to estimate give profiles with depth that differ ...
Pan, D.
core   +1 more source

Modeling Laterally Loaded Single Piles Accounting for Nonlinear Soil-Pile Interactions

open access: yesJournal of Engineering, 2013
The nonlinear behavior of a laterally loaded monopile foundation is studied using the finite element method (FEM) to account for soil-pile interactions.
Maryam Mardfekri   +2 more
doaj   +1 more source

Effect of Pile-Soil Relative Stiffness on Deformation Characteristics of the Laterally Loaded Pile

open access: yesAdvances in Materials Science and Engineering, 2022
Laterally loaded piles are widely used in structural foundations under horizontal loads such as wave load, wind load, seismic load, and traffic load. Based on the complexity of pile-soil interaction, a test simulation of single pile through the indoor 1 ...
Bingxiang Yuan   +4 more
doaj   +1 more source

New AI‐Assisted Approach for Expanding the Solution Space: Application to Lattice Structure Design

open access: yesAdvanced Engineering Materials, EarlyView.
This work introduces an innovative framework for designing structured materials by ex panding the design space through reparameterization of qualitative variables into continuous structural descriptors. Combined with machine‐learning‐based prediction and multi‐objective optimization, the approach enables the discovery of novel lattice architectures ...
G. H. Gahimbare   +5 more
wiley   +1 more source

The elastic behaviour of a laterally loaded pile [PDF]

open access: yes, 1969
As the first step of a thorough investigation into the analysis and design of laterally loaded pile-soil systems, the ultimate aim of which is to enable the accurate prediction of behaviour from simple soils tests, this thesis presents solutions for a ...
Matthewson, Clive
core   +1 more source

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