Results 241 to 250 of about 113,738 (305)

Prognostic Importance of Panimmune-Inflammation Value and PILE Scores in Non-Metastatic Luminal A Breast Cancer. [PDF]

Breast Care (Basel)
Yılmaz M, Erdiş E, Uçar M, Yücel B.
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An Efficient Damage-Plasticity DEM Contact Model for Highly Porous Rocks. [PDF]

Rock Mech Rock Eng
Zheng J, Ciantia MO.
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Effects of calcium phosphate and phosphorus-dissolving bacteria on microbial structure and function during Torreya Grandis branch waste composting. [PDF]

BMC Microbiol
Yu C, Guan Y, Wang Q, Li Y, Wang L, Yu W, Wu J.   +6 more
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Performance of Pile Cap Foundation with Respect to Cap Rigidity

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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
Vítor Freitas Gonçalves, Rodrigo Gustavo Delalibera, Márcio Alves de Oliveira Filho   +2 more
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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.
Liwen Deng, Wanli Yang, Qiao Li, Ao Li
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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, Jianzhong Li
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Pile Cap-Pile Group-Soil Interaction

Journal of the Structural Division, 1981
A numerical procedure based on the finite element method is proposed for the analysis of structural systems composed of beam-column (pile), plate (cap) and nonlinear springs (soil). It integrates one-and two-dimensional idealizations for these components in order to obtain an approximation to the three-dimensional problem.
Chandrakant S. Desai, Ahmad R. Alameddine, Thangavelu Kuppusamy   +2 more
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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, C. I. Teh
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