Results 141 to 150 of about 8,722 (207)

Interaction between Seabed Soil and Offshore Wind Turbine Foundations [PDF]

, 2012
Hansen, Nilas Mandrup
core  

Quantification of cholesterol incorporation in giant unilamellar vesicles produced by a modified cDICE method.

Soft Matter
Arribas Perez M, Koenderink GH.
europepmc   +1 more source

Probabilistic assessment of passive earth pressures considering spatial variability of soil parameters and design factors. [PDF]

Sci Rep
Shiau J, Nguyen T, Pham-Tran-Hung T, Sugawara J.   +3 more
europepmc   +1 more source

Sensor-Based Structural Health Monitoring of Asphalt Pavements with Semi-Rigid Bases Combining Accelerated Pavement Testing and a Falling Weight Deflectometer Test. [PDF]

Sensors (Basel)
Liu Z, Cui B, Yang Q, Gu X.
europepmc   +1 more source

Magnetostratigraphic resolution of the late Ediacaran paleomagnetic enigma

Pierce J, Evans D, Polomski D, Youbi N, Mediany M, Ounar J, Oukhro R, Boumehdi MA, Strauss J, Keller CB, Gärtner A, Ovtcharova M, Wotzlaw J, Linnemann U.   +13 more
europepmc   +1 more source

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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

Laterally Loaded Piles With Bulge

Journal of Offshore Mechanics and Arctic Engineering, 2007
This paper contains several investigations on the behavior of bulged piles. Bulge means the application of vertical steel plates somewhere near the ground surface to improve the lateral bearing capacity. The results of small scale tests in sand are illustrated, which demonstrate the effectiveness of such bulge.
Grabe, Jürgen, Dührkop, Jan
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   +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
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Laterally Loaded Pile Design

Journal of the Geotechnical Engineering Division, 1981
A beam-bar finite element formulation of a laterally loaded pile problem is developed. The approach taken utilizes the beam on elastic foundation coefficient of subgrade reaction method. The three loading conditions of a lateral load or applied moment on a free-end pile and a lateral load applied to a fixed-end pile are analyzed for a range of soil ...
openaire   +1 more source