Results 231 to 240 of about 167,122 (292)

Interaction Between Concrete and FRP Laminate in Structural Members Composed of Reused Wind Turbine Blades Filled with Concrete. [PDF]

Materials (Basel)
Halicka A, Buda-Ożóg L, Broniewicz M, Jabłoński Ł, Zięba J, Broniewicz F.   +5 more
europepmc   +1 more source

Chinese Electric Vehicle Policy Database: A Dataset of Policy Goals, Instruments, and Supply Chain Stages. [PDF]

Sci Data
Gao P, Hu W, Ba Y, Sewerin S.
europepmc   +1 more source

Sources and types of plastic caps and properties characterization of plastic ropes produced from different types of plastic caps.

Heliyon
Shaibur MR, Sarwar S, Ambade B.
europepmc   +1 more source

Thresholds for Pile Cap Rigidity for Multi-Pile Foundations

openaire   +1 more source

Performance of Pile Cap Foundation with Respect to Cap Rigidity

openaire   +1 more source

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Analysis of the Pile-to-Cap Connection of Pile Caps on Two Steel Piles – An Experimental and Numerical Study

Engineering Structures, 2022
Abstract The objective of this research was to study the mechanical behavior of pile caps on two steel piles submitted to centered loading with different arrangements of the connection between pile and pile cap, as well as evaluate analytical models found in the technical literature. A numerical analysis of a pile cap on two steel piles was performed
Rodrigo Gustavo Delalibera
exaly   +2 more sources

CFD Investigation of the Cap Effects on Wave Loads on Piles for the Pile-Cap Foundation

Ocean Engineering, 2019
Abstract The cap effects on the wave forces acting on the piles underneath the cap are important for the estimation of the wave loads on the elevated pile-cap foundations of sea-crossing bridges. Full scale 3-dimensional numerical simulations are carried out for large square caps with piles placed at different locations underneath.
Wanli Yang
exaly   +2 more sources

Pile‐Cap‐Pile‐Group Interaction in Nonhomogeneous Soil

Journal of Geotechnical Engineering, 1991
A numerical method of analysis is presented to study the behavior of vertically loaded pile groups embedded in a nonhomogencous soil with the pile caps in contact with the ground. The considered soil profiles consist of soil with Young's moduli increasing linearly with depth.
Y K Chow
exaly   +2 more sources

Integrated Assessment of the Hydrodynamic Added Mass of the Deep-Water Pile-Cap Foundation Considering Pile Group - Pile Cap Interaction

Ocean Engineering, 2022
Jiarui Zhang, Kai Wei
exaly   +2 more sources