Results 61 to 70 of about 2,657,494 (181)
Polarization types of isogenous Prym-Tyurin varieties
Let p:C-->Y be a covering of smooth, projective curves which is a composition of \pi:C-->C' of degree 2 and g:C'-->Y of degree n. Let f:X-->Y be the covering of degree 2^n, where the curve X parametrizes the liftings in C^{(n)} of the fibers of g:C'-->Y.
Kanev, Vassil, Lange, Herbert
core
Study on P-Y Curve Parameters of Large-Diameter Rock-Socketed Pile Under Lateral Load
Response of large-diameter rock-socketed piles subjected to lateral loads is a critical issue in foundation design for bridges, high-rise buildings, and offshore platforms.
Feng Xu +4 more
doaj +1 more source
x-y duality in topological recursion for exponential variables via quantum dilogarithm
For a given spectral curve, the theory of topological recursion generates two different families $\omega_{g,n}$ and $\omega_{g,n}^\vee$ of multi-differentials, which are for algebraic spectral curves related via the universal $x-y$ duality formula.
Alexander Hock
doaj +1 more source
In this paper, the author discussed the lateral dynamic response of pile foundation in liquefiable soil based on non-liner pseudo static analysis. Modified model of dynamic p-y curves of pile foundation in liquefiable soil layer are proposed and its ...
Liangliang Bao
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A Study on p-y Curves with Pressuremeter Tests in Jeju Basalt Rock
Recently, offshore wind farms are increasingly expected, because there are huge resource and large site in offshore. Jeju island has optimum condition for constructing a wind energy farm. Unlike the mainland, Jeju island has stratified structure distribution between rock layers sediments due to volcanic activation.
Ki-Ho Yang +2 more
openaire +2 more sources
Statistical Evaluation of API P-Y Curve Model for Offshore Piles in Cohesionless Soils
Pile foundations are widely used to support offshore wind turbines. While the p-y curve method is adopted for analysis of pile–soil interactions in popular design specifications, including the American Petroleum Institute (API), its accuracy remains ...
Peiyuan Lin, Xun Yuan, Tong Liu
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On the projective normality of Artin-Schreier curves
In this paper we study the projective normality of certain Artin-Schreier curves Y_f defined over a field F of characteristic p by the equations y^q+y=f(x), q being a power of p and f in F[x] being a polynomial in x of degree m, with (m,p)=1.
Alberto Ravagnani, Edoardo Ballico
doaj
Response of Monopiles Under Lateral Loading By Centrifuge Modeling
One of the most common methods to analyze and design monopiles under lateral load is load-displacement curves, particularly the p-y curves, at different locations of the structure.
Hamid Reza Khodaei +2 more
doaj
This study establishes a direct and quantitative link between field-scale monopile behavior, three-dimensional finite element (FE) modeling, and practical p-y curve formulations for large-diameter offshore monopiles.
Fatma Dulger Canogullari +1 more
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This study investigates the development of axial force in micro anti-slide piles under soil movement during slope stabilization. Axial force arises from two primary mechanisms: axial soil displacement (zs) and pile kinematics. The former plays a dominant
Guoping Lei +3 more
doaj +1 more source

