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Influence Zone for End Bearing of Piles in Sand
Comparing the lateral behavior of drilled and postgrouted concrete pipe pile and driven pile in clay | SpringerLink
Drilled Displacement / Screw Piles - Berkel & Company Contractors, Inc.
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Applications of EMD to analyses of high-frequency beachface responses to Storm Bebinca in the Qing'an Bay, Guangdong Province, China
Applied Sciences | Free Full-Text | Laterally Loaded Single Pile Response Considering the Influence of Suction and Non-Linear Behaviour of Reinforced Concrete Sections | HTML
Effect of Pile-Soil Relative Stiffness on Deformation Characteristics of the Laterally Loaded Pile
Changes on K and Nq values according to pile number and pile spacing | Download Table
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Effect of Pile-Soil Relative Stiffness on Deformation Characteristics of the Laterally Loaded Pile
Calculation Modules > Foundations > Pile Group
ECPLUS Design : Category
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Group effect on ultimate lateral resistance of piles against uniform ground movement - ScienceDirect
Reliability of design approaches for axially loaded offshore piles and its consequences with respect to the North Sea
Performance of piles with different configurations subjected to slope deformation induced by seismic liquefaction - ScienceDirect
Applied Sciences | Free Full-Text | Load-Settlement Behaviour Analysis Based on the Characteristics of the Vertical Loads under a Pile Group | HTML
The section of a 3 × 4 group pile in a layered saturated clay is shown in Figure 14.26. The piles are square in cross section (356 mm × 356 mm). The