Results 261 to 270 of about 6,351,446 (338)

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
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Cyclic lateral load test and finite element analysis of high-strength concrete-filled steel box columns under high axial compression

Engineering structures, 2019
This paper presents an experimental study of the seismic performance of high-strength concrete-filled box columns (CFBCs) under combined axial and cyclic lateral loads. Specimens were made of high-strength SM 570 M steel (with yield strengths between 520
Chung-Che Chou, Sung-Cheng Wu
semanticscholar   +1 more source

Responses of caisson-piles foundations to long-term cyclic lateral load and scouring

Soil Dynamics and Earthquake Engineering, 2019
The caisson-piles composite foundation is considered as a viable alternative to caisson foundations for the Qiongzhou Strait bridge. It can significantly reduce the caisson height by connecting the lower grouped piles to the upper caisson and improve its
Chen-Rong Zhang, Xun Zhang, Maosong Huang, Hua-Wei Tang   +3 more
semanticscholar   +1 more source

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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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.
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Numerical studies on lateral load response of fin piles

Geomechanics and Geoengineering, 2018
In the recent past, in order to cater lateral loads, provision of fins to monopiles is evolving as an option for enhancing their lateral load capacity.
K. Babu, B. Viswanadham
semanticscholar   +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.
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Research on the response of concrete cavity shear wall under lateral load

The Structural design of tall and special buildings, 2018
The experimental tests were conducted on the common concrete shear wall and the concrete cavity shear walls. Results indicate that the stiffness and ultimate capacity of the cavity shear walls are reduced and the ductility is improved; reasonable ...
Gang Xu, Ai-Qun Li
semanticscholar   +1 more source

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.
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Design of Laterally Loaded Plating—Concentrated Loads

Journal of Ship Research, 1983
In the design of plating subject to lateral loading, the principal load effect to be considered is the amount of permanent set, that is, the maximum permanent deflection in the center of each panel of plating bounded by the stiffeners and the crossbeams. The present paper is complementary to a previous paper [1]2 which dealt with uniform pressure loads.
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