"Offshore tower or platform foundations: numerical analysis of a laterally loaded single pile or pile group in soft clay and analysis of actions on a jacket structure"

Laterally loaded piles are a typical situation for a large number of cases in which deep foundations are used. Dissertation herein reported, is a focus upon the numerical simulation of laterally loaded piles. In the first chapter the best model settings are largely discussed, so a clear idea about the effects of interface adoption, model dimension, refinement cluster and mesh coarseness is reached. At a second stage, there are three distinct parametric analyses, in which the model response sensibility is studied for variation of interface reduction factor, Eps50 and tensile cut-off. In addition, the adoption of an advanced soil model is analysed (NGI-ADP). This was done in order to use the complex behaviour (different undrained shear strengths are involved) that governs the resisting process of clay under short time static loads. Once set a definitive model, a series of analyses has been carried out with the objective of defining the resistance-deflection (P-y) curves for Plaxis3D (2013) data. Major results of a large number of comparisons made with curves from API (America Petroleum Institute) recommendation are that the empirical curves have almost the same ultimate resistance but a bigger initial stiffness. In the second part of the thesis a simplified structural preliminary design of a jacket structure has been carried out to evaluate the environmental forces that act on it and on its piles foundation. Finally, pile lateral response is studied using the empirical curves.

Winkler springs (p-y curves) for liquefied soil from element tests.

In practice, piles are most often modelled as "Beams on Non-Linear Winkler Foundation" (also known as “p-y spring” approach) where the soil is idealised as p-y springs. These p-y springs are obtained through semi-empirical approach using element test results of the soil. For liquefied soil, a reduction factor (often termed as p-multiplier approach) is applied on a standard p-y curve for the non-liquefied condition to obtain the p-y curve liquefied soil condition. This paper presents a methodology to obtain p-y curves for liquefied soil based on element testing of liquefied soil considering physically plausible mechanisms. Validation of the proposed p-y curves is carried out through the back analysis of physical model tests.

Evaluation of the p-y method in the design of monopiles for offshore wind turbines

Monopile foundations, currently designed using the p-y method, are technically viable in supporting larger offshore wind turbines in waters to a depth of 30 m. The p-y method was developed to better understand the behavior of laterally loaded long slender piles required for the offshore oil and gas installations. The lateral load-deformation behavior of two monopiles, 5 and 7.5 m dia, installed in soft clays of varying undrained shear strength and stiffness, was studied. A combination of axial and lateral loads expected at an offshore wind farm location with a water depth of 30 m was used in the analysis. It was established that the Matlock (1970) p-y curves are too soft and under-estimate the ultimate soil reaction at all depths except at the monopile tip. At the pile tip, the base shear was not accounted for in the p-y curves, hence resulting in the over-estimation of the soil reaction. Consequently, the Matlock (1970) p-y formulation significantly underestimates the monopile ultimate lateral capacity. The use of the Matlock (1970) p-y method would result in over-conservative designs of monopiles for offshore wind turbines. This is an abstract of a paper presented at the Offshore Technology Conference (Houston, TX 5/6-9/2013).

Nonlinear analysis of pile foundation jacket platform

In this paper, the nonlinear collapse of the BOHAI-8 pile foundation jacket platform has been analyzed. The ultimate load and collapse process of two computational models of the structure are given. One model is of fixed support whose length is eight times the pile leg diameter and the other considers the nonlinearity of the soil-pile interaction.

Centrifuge testing of monopile in clay under monotonic loads

The monopile is at present the most widely applied foundation concept for offshore wind turbines. Monopiles are designed utilising the well-established p-y method. Despite being well-established, there are multiple issues and limitations regarding its use. Investigation into the lateral behaviour of monopiles was carried out by performing monotonic and cyclic lateral load tests on an aluminium model monopile in the centrifuge. The monotonic responses and the behaviour of the monopile are described. Differences between the experimental and DNV design p-y curves and their implications are discussed. Efforts to characterise the shear force acting at the pile toe are also discussed. The results highlight the possible deficiencies of utilising the conventional DNV design p-y curves to design monopiles to resist cyclic lateral loads and the importance of research into the cyclic loading behaviour of monopiles to better improve their design to resist long-term cyclic loads. © 2014 Taylor & Francis Group.

Dynamic P-I and P-V Curves for Semiconductor Lasers and Modulators

In this paper, we propose the dynamic P-V curve for modulator and P-I curve for laser diode, and present a simple approach to deriving the curves from the small-signal frequency responses measured using a microwave network analyzer. The linear response range, modulation efficiency, optimal driving conditions at different frequency can, therefore, be determined. It is demonstrated that the large-signal performance of electro-absorption (EA) modulator and the directly modulated semiconductor lasers can be predicted from the dynamic curved surface. Experiments show a good agreement between the evaluated characteristics and the measured large-signal performance.

Indecomposable and noncrossed product division algebras over function fields of smooth p-adic curves

We construct indecomposable and noncrossed product division algebras over function fields of connected smooth curves X over Z(p). This is done by defining an index preserving morphism s: Br(<(K(X))over cap>)` --> Br(K(X))` which splits res : Br(K (X)) --> Br(<(K(X))over cap>), where <(K(X))over cap> is the completion of K (X) at the special fiber, and using it to lift indecomposable and noncrossed product division algebras over <(K(X))over cap>. (C) 2010 Elsevier Inc. All rights reserved.

Precision-recall operating characteristic (P-ROC) curves in imprecise environments

Traditionally, machine learning algorithms have been evaluated in applications where assumptions can be reliably made about class priors and/or misclassification costs. In this paper, we consider the case of imprecise environments, where little may be known about these factors and they may well vary significantly when the system is applied. Specifically, the use of precision-recall analysis is investigated and compared to the more well known performance measures such as error-rate and the receiver operating characteristic (ROC). We argue that while ROC analysis is invariant to variations in class priors, this invariance in fact hides an important factor of the evaluation in imprecise environments. Therefore, we develop a generalised precision-recall analysis methodology in which variation due to prior class probabilities is incorporated into a multi-way analysis of variance (ANOVA). The increased sensitivity and reliability of this approach is demonstrated in a remote sensing application.

Rendimiento agroindustrial de la variedad L 68-40 (Sacharum SP) en respuesta a las aplicaciones de N, P y K, cultivada en un suelo rojo en caña planta

El presente estudio se realizó en el ingenio AGROINSA, de junio de 1994 a febrero de 1995. Se evaluó el rendimiento agro­ industrial en caña de azúcar . Se plantó la variedad L 68-40. El diseño experimental utilizado fue el de Bloques Completamente Azarizado (BCA), las variables analizadas fueron brotación, ahijamiento, diámetro, población, altura, peso promedio de tallos, rendimiento agrícola, rendimiento industrial y rendimiento agro-industrial. Los datos que se obtuvieron se sometieron al análisis de varianza y de regresión, además se realizó la separación de medias según Duncan a un 5 % de margen de error. En todas las variables evaluadas se observó diferencia significativa a excepción del diámetro y el rendimiento industrial, siendo el nitrógeno el elemento que presentó mayor influencia positiva, no encontrándose ningún efecto para el fósforo y el potasio. Las mejores dosis de nitrógeno para producir el 90 por ciento del rendimiento máximo agrícola y agro-industrial, obtenida a través del modelo matemático cuadrático fueron 58 y 55 kg/ha de N, respectivamente.

Rendimiento agroindustrial de la variedad L 68-40 (Saccharum sp.), en respuesta a las aplicaciones de N, P y K, cultivada en un suelo negro en caña planta

El presente trabajo se desarrolló en el Ingenio AGROINSA, de enero de 1995 al mes de marzo de 1996. Se evaluó el rendimiento agro-industrial de la variedad L 68-40 de caña de azúcar (Saccharum sp.), en respuesta a aplicaciones de nitrógeno, fósforo y potasio, cultivada en un suelo negro vertisol, serie Malacatoya (MY). El ensayo se monto de acuerdo a un diseño factorial incompleto en un Bloque Completamente al Azar (BCA), las variables analizadas fueron: Brotación, ahijamiento, diámetro, población, altura, peso promedio de tallo, rendimientos agrícola, industrial y agro-industrial. Los resultados se sometieron a un análisis de varianza y de regresión, además de realizarse una separación de media según la prueba de Cunean al 5 % de margen de error. En todas las variables evaluadas se observó diferencia significativa a excepción del diámetro, peso promedio de tallo y rendimiento industrial, siendo el nitrógeno el elemento que presentó mayor influencia significativa provocando una respuesta directamente proporcional a sus aplicaciones, sin embargo el fósforo y el potasio no influenciaron en la respuesta de las mismas. Las mayores dosis de nitrógeno para producir el 90 % rendimiento agrícola y agro-industrial máximo, obtenida a través del modelo lineal discontinuo fueron de 72.39 y 74.63 kg/ha de nitrógeno respectivamente

水平荷载作用下群桩P-Y曲线特性研究

<正>1概述海洋结构物常常使用桩基础以抵抗较大的水平荷载和位移．这些水平荷载主要由风暴、冰及波浪作用而产生,在这种水平荷载作用下桩身反应特性非常复杂且是非线性的,目前常用反映非线性桩-土-桩相互作用的P-Y曲线来分析水平荷载下单桩的反应特性,但对于需用多根相距较近的桩(群桩桩距通常为3-5倍桩径)共同抵抗水平荷载的情况不

Relación histórica y moral de la portentosa imágen de N. Sr. Jesucristo crucificado aparecido en una de las cuevas de S. Miguel de Chalma, hoy real convento y santuario de este nombre, de religiosos ermitaños de N.G.P. y doctor S. Agustin, en esta Nueva España, y en esta provincia del santísimo nombre de Jesús de México : con los compendios de las vidas de los dos venerables religiosos legos y primeros anacoretas de este santo desierto, F. Bartolomé de Jesús María, y F. Juande San Josef

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