Results 61 to 70 of about 8,722 (207)

A new p-y model for soil-pile interaction analyses in cohesionless soils under monotonic loading

Soils and Foundations
The most widely used analysis method for the laterally loaded pile problem is the Winkler spring approach. Although researchers have proposed nonlinear formulations for the p-y curves, the contribution of the soil nonlinearity has not been thoroughly ...
Ozan Alver, E. Ece Eseller-Bayat
doaj   +1 more source

Analyzing laterally loaded piles in multi-layered cohesive soils: a hybrid beam on nonlinear Winkler foundation approach with case studies and parametric study

Discover Civil Engineering
Pile foundations frequently encounter lateral loads originating from various hazards. These types of foundations are commonly utilized in structures like bridges, retaining walls, and high-rise buildings.
Mahmoud El Gendy
doaj   +1 more source

Lateral Loaded Pile Reliability Analysis Using the Random Set Method

Buildings
This study presents a procedure applied to design problems for lateral loaded piles. Calculations for a rigid concrete pile in non-cohesive soil are conducted with the aim of estimating the allowable horizontal force using the methods of Broms and ...
Marek Wyjadłowski
doaj   +1 more source

Effect of Eccentricity in Sandy Slope of Laterally Loaded Single Pile

Civil and Environmental Engineering, 2019
An experimental study was proposed to understand the behaviour of single pile in sloping ground with various eccentricity. Cohesionless soil was used for conducting experiments with a horizontal ground and with a slope of 1V:2H. With calculated stiffness
Sivapriya S.V., Balamurukan R., Vigneshwar A. Jai, Devi N. Prathibha, Shrinidhi A.   +4 more
doaj   +1 more source

Optimal control of the heave motion of marine cable subsea-unit systems [PDF]

, 1995
One of the key problems associated with subsea operations involving tethered subsea units is the motions of support vessels on the ocean surface which can be transmitted to the subsea unit through the cable and increase the tension.
Huang, S., Vassalos, D.
core  

Optimising the embodied carbon of laterally loaded piles using a genetic algorithm and finite element simulation

Results in Engineering
With the need to cut embodied carbon from the construction industry, there has been a growing interest in optimising the design of different structural elements.
Kareem Abushama, Will Hawkins, Loizos Pelecanos, Tim Ibell   +3 more
doaj   +1 more source

Flexible Pile Group Interaction Factors under Arbitrary Lateral Loading in Sand

Journal of Marine Science and Engineering, 2020
Marine and harbor structures, wind turbines, bridges, offshore platforms, industrial chimneys, retaining structures etc. can be subjected to significant lateral loads from various sources.
Miloš Marjanović, Mirjana Vukićević, Diethard König   +2 more
doaj   +1 more source

The Males Of Some Texan Ecitons [PDF]

, 1901
Integrative ...
Long, William Henry, Wheeler, William Morton   +1 more
core   +1 more source

“Analysis of The Lateral Response of A Reinforced Concrete Pile Penetrated In Sand Soil Using Finite Element” [PDF]

Pile foundations are slender elements, underneath a major structure, frequently used for many decades as load carrying and load transferring systems from shallow inadequate subsurface soil layers to deep and stiff bearing strata with high degree of ...
Alkhaddar, R, Atherton, W, Jebur, AAJ, Loffill, E   +3 more
core  

Closed form solution of Eigen frequency of monopile supported offshore wind turbines in deeper waters incorporating stiffness of substructure and SSI [PDF]

, 2016
Offshore wind turbines (OWTs) are dynamically loaded structures and therefore the estimation of the natural frequency is an important design calculation to avoid resonance and resonance related effects (such as fatigue).
Arany, Laszlo, Bhattacharya, Suby, Hogan, John, Macdonald, John H G   +3 more
core   +2 more sources