Results 241 to 250 of about 50,046 (307)

Humanized Mouse Models of Epstein Barr Virus Infection. [PDF]

Curr Protoc
von Boxberg SG, Gehrmann K, Nopper SL, Romann L, Kösegi S, Münz C.   +5 more
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

Magnetostratigraphic constraints on the late Ediacaran paleomagnetic enigma. [PDF]

Sci Adv
Pierce JS, Evans DAD, Polomski DE, Youbi N, Mediany MA, Ounar J, Oukhro R, Boumehdi MA, Strauss JV, Keller CB, Gärtner A, Ovtcharova M, Wotzlaw JF, Linnemann U.   +13 more
europepmc   +1 more source

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
europepmc   +1 more source

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
openaire   +3 more sources

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
openaire   +1 more source

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
openaire   +1 more source

The Problem of Pile Group–Pile Cap Interaction

Géotechnique, 1971
Synopsis The Paper presents an elastic analysis of two problems concerning the interaction with the supporting ground of an arbitrarily spaced group of piles, embedded in a smooth ground contacting pile cap of any shape, namely the load displacement behaviour of the system and the load distribution between the piles in the group and the cap.
R. Butterfield, P.K. Banerjee
openaire   +1 more source