Results 41 to 50 of about 2,657,494 (181)
Bounding surface plastic p-y model for a single laterally loaded pile in sand
Yantu gongcheng xuebao, 2023 In ocean engineering practice, laterally loaded piles are usually analyzed using the nonlinear Winkler foundation beam method, in which the soil-structure interaction is modelled by means of the p-y curve, but now the API/DNV rules are only valid for few
WANG Mingyuan 1, SUN Jizhu 2, WANG Yong 3, YANG Yang 4
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Most hyperelliptic curves over Q have no rational points [PDF]
, 2013 By a hyperelliptic curve over Q, we mean a smooth, geometrically irreducible, complete curve C over Q equipped with a fixed map of degree 2 to P^1 defined over Q.
Bhargava, Manjul
core
Effect of Slope on P-Y Curves Due to Surcharge Load
Soils and Foundations, 2008 An extensive program of laboratory model tests was undertaken to study the effect of slope on p-y curves due to surcharge load in dry sand. The paper concerns the method developed in a series of laboratory model tests to experimentally determine p-y curves.
K. Muthukkumaran +2 more
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On the Fermat-type Equation $x^3 + y^3 = z^p$
, 2016 We prove that the Fermat-type equation $x^3 + y^3 = z^p$ has no solutions $(a,b,c)$ satisfying $abc \ne 0$ and $\gcd(a,b,c)=1$ when $-3$ is not a square mod~$p$.
Freitas, Nuno
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Coluna/Columna, 2010 OBJETIVO: avaliar retrospectivamente o poder de correção da deformidade escoliótica em pacientes tratados cirurgicamente com instrumental de terceira geração sendo utilizados exclusivamente parafusos pediculares tanto nas curvas torácicas quanto nas ...
Raphael de Rezende Pratali +8 more
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Asymptotic behavior of solution curves of nonlocal one-dimensional elliptic equations
Boundary Value Problems, 2022 We study the one-dimensional nonlocal elliptic equation − A ( ∥ u ′ ∥ p p ) u ″ ( x ) = λ B ( ∥ u ′ ∥ q q ) u ( x ) r , x ∈ I : = ( 0 , 1 ) , u ( x ) > 0 , x ∈ I , u ( 0 ) = u ( 1 ) = 0 , $$\begin{aligned}& -A\bigl( \bigl\Vert u' \bigr\Vert _{p}^{p ...
Tetsutaro Shibata
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Revista de la Facultad de Medicina Humana, 2021 Objective: To evaluate the discriminative ability to predict diabetes with anthropometric and biochemical indicators and medical history. Methods: The sampling carried out was census and the sample consisted of 104 workers.
Janet del Rocio Gordillo Cortaza +8 more
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Pile-Soil Interaction in Unsaturated Soil Conditions [PDF]
, 2014 The degree of saturation has been proven to significantly affect geotechnical engineering designs for foundations. The changes in water content will influence the way the soil behaves, including its strength and stiffness parameters.
Hamilton, Megan
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New hybrid foundation solutions for offshore wind turbines [PDF]
Archives of Civil EngineeringThis paper reviews latest developments of substructures for offshore wind turbines focusing on investigations and applications of hybrid foundations. Model tests and numerical analyses were used to simulate the loading of hybrid piles in sand.
Krzysztof Trojnar
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Diameter-dependent analytical p–y curves for response analysis of monopiles in sand
International Journal of Geo-EngineeringLarge-diameter monopiles are extensively used to support onshore bridges, port terminals, and offshore wind farms due to their high load-bearing capacity, low settlement and excellent seismic performance.
Bo Wang +5 more
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