Results 131 to 140 of about 302,038 (201)

Underwater Pile Foundation Defect Detection Method Based on Diffusion Probabilistic Model and Improved PointMLP. [PDF]

Sensors (Basel)
Ji T, Zhang D.
europepmc   +1 more source

Optimization of steel anchor pile configurations for enhanced pullout resistance in expansive soil foundations. [PDF]

Sci Rep
Sharma A, Kumari A, Alsabhan AH, Alam S, Singh K, Tiwary AK, Qadri J, Senagah A, Juneja G, Gupta R, Mehta A.   +10 more
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Nonlinear dynamic analysis of pile foundation using finite element method. [PDF]

Sci Rep
Goshu T, Assefa E, Jilo NZ, Assefa SM, Pantelidis L, Sachpazis C, Mohammed H.   +6 more
europepmc   +1 more source

Analysis of soil-pile interaction considering slope effect in integral abutment jointless bridges (IAJBs) under cyclic loading. [PDF]

Sci Rep
Luo X, Yuan J, Lin Q, She Z, Huang X, Luo X.   +5 more
europepmc   +1 more source

Numerical investigation of the effects of excavation on piled embankments under static loading conditions. [PDF]

Sci Rep
Soomro MA, Xu T, Romanov S, Gulvanskii V, Kaplun D, Bukhari MH.   +5 more
europepmc   +1 more source

Systematic review of gabion-faced geogrid and pile systems for slope and embankment stability. [PDF]

MethodsX
Latif DO, Rahmadhian VS, Hazhiyah AU.
europepmc   +1 more source

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Pile Cap-Pile Group-Soil Interaction

Journal of the Structural Division, 1981
A numerical procedure based on the finite element method is proposed for the analysis of structural systems composed of beam-column (pile), plate (cap) and nonlinear springs (soil). It integrates one-and two-dimensional idealizations for these components in order to obtain an approximation to the three-dimensional problem.
Chandrakant S. Desai, Ahmad R. Alameddine, Thangavelu Kuppusamy   +2 more
openaire   +1 more source

Viscoelastic analysis of piles and pile groups

International Journal for Numerical and Analytical Methods in Geomechanics, 1985
AbstractThe axial and lateral load–displacement response of single piles and pile groups during the secondary consolidation (creep) phase of deformation is obtained by idealizing the soil as a linear viscoelastic material. The boundary element method is used to model the soil halfspace and the piles, which are assumed to behave elastically, are ...
S. Ahmad, T. G. Davies, G. D. Manolis
openaire   +1 more source

Numerical Analysis of Pile–Soil–Pile Interaction in Pile Groups with Batter Piles

Geotechnical and Geological Engineering, 2018
Battered piles are usually used to counteract lateral forces in a pile group. As there is little spacing between piles, they are affected by one another, and there is interaction between them. In this study, pile–soil–pile interaction in a group of battered piles was numerically simulated using finite element analysis. Double and frictional pile groups
Hasan Ghasemzadeh, Mohsen Tarzaban, Mohammad Mahdi Hajitaheriha   +2 more
openaire   +1 more source