Results 151 to 160 of about 8,815 (206)

Laterally loaded pile behavior

International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1982
An analysis of laterally loaded piles is presented in which the pile is treated as an elastic beam supported on non-linear, shear coupled, horizontal springs. The edge forces which act along the pile length are also taken into account and prove to be of significant importance to the pile behaviour. The characteristics of the axial springs and the shear
Michael Georgiadis, Roy Butterfield
openaire   +2 more sources

Effect of Raker Piles in Lateral Load Capacity of Laterally Loaded Pile Group

Soil Behavior and Geomechanics, 2014
Lateral load tests were performed on a raker pile group to determine the lateral load capacity. The behaviour of a pile group subjected to lateral load was studied through laboratory experiments with aluminum pipe pile with outer diameter of 25.4 mm and thickness of 1 mm. In this experimental study, clean river sand was used as a soil medium.
K. Muthukkumaran, B. Aravind Kumar
openaire   +1 more source

Laterally Loaded Piles: Program Documentation

Journal of the Geotechnical Engineering Division, 1977
The documentation is presented for the computer program COM622, which solves for the deflection and bending moment of a pile under lateral loading as a function of depth. The calculations are performed on a finite difference model of the pile, and the soil is represented by a series of nonlinear curves of force per unit length versus deflection.
openaire   +1 more source

Behaviour of laterally loaded pile

2018
Monopiles have been by far the most common support structure for offshore turbines. They have always been an appropriate solution for complex site conditions. Design of monopiles is usually based on the use of nonlinear p-y curve. These curves are primordially based on the use of simple constitutive models for soil, such as Tresca criterion. Since soil
Ahayan, S., Cerfontaine, B., Collin, F., Kotronis, P.   +3 more
openaire   +2 more sources

Load transfer approach for laterally loaded piles

International Journal for Numerical and Analytical Methods in Geomechanics, 2001
AbstractA two‐parameter model has been proposed previously for predicting the response of laterally loaded single piles in homogenous soil. A disadvantage of the model is that at high Poisson's ratio, unreliable results may be obtained. In this paper, a new load transfer approach is developed to simulate the response of laterally loaded single piles ...
Guo, Wei Dong, Lee, F.
openaire   +3 more sources

Laterally Loaded Piles

1995
Although foundation piles usually have as their main purpose to carry axial loads, they may also be subject to lateral loads. This is especially the case for offshore platforms, which may be loaded by large lateral forces due to wind and water waves. The response of a pile to a lateral load is studied in this chapter.
openaire   +1 more source

Lateral pile response to monotonie pile head loading

Canadian Geotechnical Journal, 1992
This paper presents results from a series of model tests of single vertical piles subjected to lateral monotonic pile head loading. Model tests were carried out in sand under a simulated field stress condition using the hydraulic gradient similitude technique.
Li Yan, Peter M. Byrne
openaire   +1 more source

Laterally loaded piles in permafrost

Canadian Geotechnical Journal, 1984
A theory for the design of laterally loaded piles in permafrost is presented. The approach is valid for icy soils or ice, where secondary creep displacements will be responsible for the majority of the soil strain under sustained load. Initially, the paper studies in some detail the response of a short, rigid pile embedded in a nonlinear viscous ...
openaire   +1 more source

Influence of spudcan-pile interaction on laterally loaded piles

Ocean Engineering, 2019
Abstract Jack-up rigs are often operated near a permanent jacket platform for offshore gas and petroleum exploitation. A reduction in the lateral bearing capacity of adjacent platform piles could occur due to the disturbance of the soil around the footprint created by spudcan penetration and extraction.
Haiyang Zhang, Run Liu, Yu Yuan
openaire   +1 more source

Modeling laterally loaded piles

Pollack Periodica, 2013
Single row pile groups are gaining popularity as foundation system for both buildings and bridges. They are a reasonable and economical solutions for structures with low vertical loads e.g. bridge abutments. The lateral resistance of a pile group is the result of contact pressure between the individual pile shafts and the soil. When designing this kind
openaire   +2 more sources