Contemporary topics in deep foundations: 2009 international foundation congress and equipment expo, March 15-19, 2009, Orlando, FloridaAkili W.Driven pile foundation in the offshore fields of Qatar: problems, challenges, and potential solutions. . 2009...
integrated program interface which allows the users to undertake comprehensive analyses for various deep foundation design problems, such as Nonlinear Pile Group under General Loading (PileGroup), Laterally Loaded Single Piles (PileLAT), Axially Loaded Single Piles (PileAXL) and Rock Socket (PileROC)...
This study is believed to offer more realistic information in the foundation design processes for ocean constructions. 2 Problem formulation A group of pile foundations engaged in an ocean environment is used to illustrate the physical problem, as shown in Fig. 1. In the study of WSI problems,...
A comparison between the bending moments and lateral displacements along the depth of the pile obtained from the FD solutions and FE was performed. A parametric study was conducted to study the effect of crucial design parameters such as the soil’s modulus of elasticity, radius of the soil ...
ICE® is the largest manufacturer of pile driving and drilling equipment in North America while also having the largest rental fleet in the industry. We have a global distribution network with one of the most advanced and complete lines of deep foundation equipment available. Deep foun...
Our professional team offers free consulting services to help ¬find the best solutions for your next job. 2. SEMW SERVICE TEAM Our service team has a wide range of professional experience on any size project, large or small. We have offices in Tian jin, Guang zhou, Hang zhou and Jiangsu...
Pile foundation has the advantages of a small settlement and wide application, so it is widely used in urban construction. However, due to the limitations of driving routes and space, special engineering problems are often encountered in subway construction. It is all known that whether the New ...
For instance, the permissible pile head deflection is only 0.5 degrees for monopiles used as the foundation for offshore wind turbines [15]. As a result, the viscoelastic theory is essential and efficient for dynamic pile–soil interaction problems. From the aspect of vibration forms, the ...
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Reduce your costs and steel use in offshore wind farms Lower the steel, fabrication, transportation and installation costs of yourmonopile foundation projectwith PLAXIS Monopile Designer.Enhanceyour projects withdesign methodsdeveloped toreduceyour steel requirements, lowering the overall costs of offshore...