Results 21 to 30 of about 42,945,397 (252)
Analysis of pile shaft soil pressure caused by spudcan penetration into sand
The spudcan penetration can give large soil compaction loads on the pile foundation adjacent to the platform, which may seriously affect the bearing capacity of the platform pile.
GUO Dong, WANG Jianhua, FAN Yifei
doaj +1 more source
Nonparametric IV estimation of shape-invariant Engel curves [PDF]
This paper concerns the identification and estimation of a shape-invariant Engel curve system with endogenous total expenditure. The shape-invariant specification involves a common shift parameter for each demographic group in a pooled system of Engel
Richard Blundell +8 more
core +1 more source
Curves with rational chord-length parametrization [PDF]
It has been recently proved that rational quadratic circles in standard Bezier form are parameterized by chord-length. If we consider that standard circles coincide with the isoparametric curves in a system of bipolar coordinates, this property comes as ...
Fernández Jambrina, Leonardo +1 more
core +1 more source
Progressive surface modeling scheme from unorganised curves [PDF]
This paper presents a novel surface modelling scheme to construct a freeform surface progressively from unorganised curves representing the boundary and interior characteristic curves.
Wright, David +3 more
core +6 more sources
Scour effects on p-y curves for shallowly embedded piles in sand
Soil scour around a shallowly embedded pile can significantly compromise its lateral response, reducing both stiffness and capacity. Estimation of the lateral pile response must take into account both the scour-hole geometry and the overconsolidation ...
Lehane BM +5 more
core +1 more source
Minimax properties of Fréchet means of discretely sampled curves [PDF]
We study the problem of estimating a mean pattern from a set of similar curves in the setting where the variability in the data is due to random geometric deformations and additive noise.
Gendre, Xavier +3 more
core +1 more source
Cyclic p-y Curves of Monopiles in Dense Dry Sand Using Centrifuge Model Tests
In this study, centrifuge model tests were used to examine the lateral behavior of a monopile embedded in dry sand through cyclic lateral loading tests.
Myungjae Lee +3 more
doaj +1 more source
To meet growing energy demands, offshore wind turbines (OWTs) with higher energy outputs are being developed, presenting increased challenges for their foundation design.
Ali Khezri, Hongbae Park, Daeyong Lee
doaj +1 more source
Modern offshore wind turbines require increasingly larger monopile foundations, often with low embedded length-to-diameter ratios that fall outside the calibration range of the conventional standard p–y approach.
Ali Khezri, Hongbae Park, Daeyong Lee
doaj +1 more source
ABSTRACT Pediatric gastroenteropancreatic neuroendocrine neoplasms (GEP‐NENs) are extremely rare and clinically heterogeneous. Management has largely been extrapolated from adult practice. This European Standard Clinical Practice Guideline (ESCP), developed by the EXPeRT network in collaboration with adult NEN experts, provides (adult) evidence ...
Michaela Kuhlen +23 more
wiley +1 more source

