Parametric analysis on bridge reinforced concrete elevated pile-cap foundations

Current design practices recommend to comply with the capacity protection principle, which pays special attention to ensuring an elastic response of the foundations under ground motion events. However, in cases such as elevated reinforced concrete (RC) pile-cap foundation typologies, this design criterion may lead to conservative designs, with excessively high construction costs. Reinforced concrete elevated pile-cap foundations is a system formed by a group of partially embedded piles connected through an aboveground stayed cap and embedded in soil. In the cases when they are subjected to ground motions, the piles suffer large bending moments that make it difficult to maintain their behavior within the elastic range of deformations. Aiming to make an in-depth analysis of the nonlinear behavior of elevated pile-cap foundations, a cyclic loading test was performed on a concrete 2x3 pile configuration specimen of elevated pile-cap foundation. Two results of this test, the failure mechanism and the ductile behavior, were used for the calibration of a numerical model built in OpenSees framework, by using a pushover analysis. The calibration of the numerical model enabled an in-depth study of the seismic nonlinear response of this kind of foundations. A parametric analysis was carried for this purpose, aiming to study how sensitive RC elevated pile-cap foundations are, when subjected to variations in the diameter of piles, reinforcement ratios, external loads, soil density or multilayer configurations. This analysis provided a set of ductility factors that can be used as a reference for design practices and which correspond to each of the cases analyzed.

Adaptação do ensaio SPT para determinação de parâmetros adicionais para o dimensionamento de fundações

A presente pesquisa foi desenvolvida com o intuito de agregar alguns procedimentos ao Ensaio SPT, para se obter um maior número de parâmetros para o dimensionamento de fundações, visto que este ensaio é o tipo de investigação de subsolo mais utilizado no Brasil para este fim. Os procedimentos adicionados foram: medida de eficiência do equipamento e ensaio de arrancamento do amostrador em cada camada distinta de solo atravessado. Foram realizados nove ensaios de arrancamento do amostrador, em três furos de sondagem, nas profundidades de dois, cinco e dez metros (três camadas de solos distintas). Em um quarto furo foram realizadas duas provas de carga à compressão no amostrador (nas profundidades de dois e cinco metros) para determinação da eficiência do equipamento. Por meio destes ensaios foi possível obter: a resistência de ponta do ensaio SPT, a resistência por atrito lateral na face externa do amostrador, e a razão de atrito do ensaio SPT, que pode ser usada para a classificação de solo de modo similar ao utilizado para o ensaio de cone. Além destes resultados, neste trabalho foi também analisada a relação entre a resistência por atrito interna e externa no amostrador durante o ensaio, conhecida por a. Esta relação mostrou-se maior para a camada de solo com grande porcentagem de pedregulho e menor para a camada que apresentava maior porcentagem de argila. Foi observado também que o valor de a cresce linearmente com a razão entre o valor de NSPT e a tensão vertical efetiva na profundidade do ensaio. Os resultados deste trabalho também mostraram que o valor da razão entre a resistência de ponta do ensaio SPT (qSPT) e o valor de NSPT é único para o mesmo tipo de solo. Além disso, os valores encontrados nesta pesquisa da razão qSPT/ NSPT são próximos aos valores da razão entre a resistência de ponta do ensaio de cone e o NSPT encontrados na literatura.

The Foundations of the Artists’ Community of Estes Park

"Estes Park lies in a beautiful location amongst the Rocky Mountains, sixty-five miles from Denver. Settlers came to the region in the second half of the nineteenth century. Among them in 1898 was artist R.H. Tallant who became a prominent landscape painter of the Rocky Mountains. Settling shortly after him was well-known painter Charles Partridge Adams. While Tallant and Adams founded the artists’ community, renowned artist Birger Sandzén and soon to be popular Dave Stirling were the mainstays pushing the artists’ community to new heights through the 1920s and 1930s. The establishment of a thriving artists’ community by Tallant, Adams, Sandzén and Stirling made Estes Park a recognizable place for attracting numerous artists throughout its history"

A simple method to predict elastic settlements in foundations resting on two soils of differing deformability

This paper shows the analysis results obtained from more than 200 finite element method (FEM) models used to calculate the settlement of a foundation resting on two soils of differing deformability. The analysis considers such different parameters as the foundation geometry, the percentage of each soil in contact with the foundation base and the ratio of the soils’ elastic moduli. From the described analysis, it is concluded that the maximum settlement of the foundation, calculated by assuming that the foundation is completely resting on the most deformable soil, can be correlated with the settlement calculated by FEM models through a correction coefficient named “settlement reduction factor” (α). As a consequence, a novel expression is proposed for calculating the real settlement of a foundation resting on two soils of different deformability with maximum errors lower than 1.57%, as demonstrated by the statistical analysis carried out. A guide for the application of the proposed simple method is also explained in the paper. Finally, the proposed methodology has been validated using settlement data from an instrumented foundation, indicating that this is a simple, reliable and quick method which allows the computation of the maximum elastic settlement of a raft foundation, evaluates its suitability and optimises its selection process.

Does the European Union create the foundations of an information society for all? Bruges European Economic Policy (BEEP) Briefing 11/2005

In order to increase the use of information and communication technologies (ICT) in the European Union Member States, the European Commission, on the initiative of Commissioner E. Liikannen, launched in December 1999 a bold programme called “eEurope”. Soon after its creation, the eEurope programme was integrated into the so- called Lisbon agenda for Europe to become the “most advanced knowledge based economy” in the world. We try to assess if the programme is successful in achieving its stated objective of promoting a knowledge based economy through the development of an “information society for all”. First, we conclude that eEurope, due to its origins and its procedures, has intrinsic limits both as regards its scope and effectiveness. Second, we show how Member States have adopted different trajectories towards the “knowledge based society”. To identify these heterogeneous paths of growth, we have selected a set of variables that, combined together, represent the institutional arrangements specific to a country or a group of countries. We found sharp differences between two advanced models that we label, respectively, as Scandinavian and Anglo-Saxon. Without asserting the superiority of a model, we propose policy orientations to help Europe overcome those gaps hindering the move towards knowledge economies where information society technologies are widely diffused.

Building International CSR on Solid Foundations: Location and Network Aspects of Nonmarket Environments in Europe and Non-Europe Markets. ACES Working Papers, 2011

Multinational companies' (MNCs) corporate social responsibility (CSR) programs frequently comprise a portfolio of disconnected country-level programs or, alternatively, consist of blanket corporate policies that apply in the same way across the geographies where the company operates. Yet, the international nonmarket environment in which CSR programs operate is neither a completely fragmented nor a perfectly homogeneous one. Building on the concept of stakeholder-issue-networks, we develop a model that explicitly takes into consideration the role of geography in the characterization of a firm's nonmarket environment. This allows us to develop a taxonomy of nonmarket environments on the basis of their geographic spread and their degree of cross-border connectedness. We then explore the strategic and organizational implications that different ideal types of (cross-border) nonmarket environments have for the development of international CSR policies.

Firmer foundations for a stronger European Banking Union. Bruegel Working Paper 2015/13, November 2015

The move to European Banking Union involving the supervision and resolution of banks at euro-area level was stimulated by the sovereign debt crisis in the euro area in 2012. However, the long-term objective of Banking Union is dealing with intensified cross-border banking.The share of the assets of national banking systems that come from other EU countries was rising before the financial and economic crisis of 2007, but went into decline thereafter in the context of a general retrenchment of international banking. Most recent data, however, suggests the decline has been halted. About 14 percent of the assets of banks in Banking Union come from other EU countries, while about a quarter of the assets of the top 25 banks in the Banking Union are held in other EU countries.While a crisis-prevention framework for the euro area has largely been completed, the crisis-management framework remains incomplete, potentially creating instability. There is no governance mechanism to resolve disputes between different levels of crisis-management agencies, and incentives to promote optimum oversight are lacking. Most importantly, risk-sharing mechanisms do not adequately address the sovereign-bank loop, with a lack of clarity about the divide between bail-in and bail-out.To complete Banking Union, the lender-of-last-resort and deposit insurance functions should move to the euro-area level, breaking the sovereign-bank loop. A fully-fledged single deposit insurance (and resolution) fund should be favoured over a reinsurance scheme for reasons of cost and simplicity.