Timber Abutment Piling and Back Wall Rehabilitation and Repair, TR-616, 2012

Based on previous National Bridge Inventory data, the state of Iowa has nearly 20,000 bridges on low-volume roads (LVRs). Thus, these bridges are the responsibility of the county engineers. Of the bridges on the county roads, 24 percent are structurally deficient and 5 percent are functionally obsolete. A large number of the older bridges on the LVRs are built on timber piling with timber back walls. In many cases, as timber abutments and piers age, the piling and back wall planks deteriorate at a rate faster than the bridge superstructure. As a result, a large percentage of the structurally deficient bridges on LVRs are classified as such because of the condition of the timber substructure elements. As funds for replacing bridges decline and construction costs increase, effective rehabilitation and strengthening techniques for extending the life of the timber substructures in bridges with structurally sound superstructures has become even more important. Several counties have implemented various techniques to strengthen/repair damaged piling, however, there is minimal data documenting the effectiveness of these techniques. There are numerous instances where cracked and failed pilings have been repaired. However, there are no experimental data on the effectiveness of the repairs or on the percentage of load transferred from the superstructure to the sound pile below. To address the research needs, a review and evaluation of current maintenance and rehabilitation methods was completed. Additionally, a nationwide survey was conducted to learn the methods used beyond Iowa. Field investigation and live-load testing of bridges with certain Iowa methods was completed. Lastly, laboratory testing of new strengthening and rehabilitation methods was performed.

Structural capacity of steel tubular cast-in-place piling

Steel tubular cast-in-place pilings are used throughout the country for many different project types. These piles are a closed-end pipe with varying wall thicknesses and outer diameters, that are driven to depth and then the core is filled with concrete. These piles are typically used for smaller bridges, or secondary structures. Mostly the piling is designed based on a resistance based method which is a function of the soil properties of which the pile is driven through, however there is a structural capacity of these members that is considered to be the upper bound on the loading of the member. This structural capacity is given by the AASHTO LRFD (2010), with two methods. These two methods are based on a composite or non-composite section. Many state agencies and corporations use the non-composite equation because it is requires much less computation and is known to be conservative. However with the trends of the time, more and more structural elements are being investigated to determine ways to better understand the mechanics of the members, which could lead to more efficient and safer designs. In this project, a set of these piling are investigated. The way the cross section reacts to several different loading conditions, along with a more detailed observation of the material properties is considered as part of this research. The evaluation consisted of testing stub sections of pile with varying sizes (10-¾”, 12-¾”), wall thicknesses (0.375”, 0.5”), and testing methods (whole compression, composite compression, push through, core sampling). These stub sections were chosen as they would represent a similar bracing length to many different soils. In addition, a finite element model was developed using ANSYS to predict the strains from the testing of the pile cross sections. This model was able to simulate the strains from most of the loading conditions and sizes that were tested. The bond between the steel shell and the concrete core, along with the concrete strength through the depth of the cross section were some of the material properties of these sections that were investigated.

The statistical distribution of ocean wave forces on vertical piling /

"July 1965."

Corrosion and protection of steel piling in seawater /

"May 1969."

Durability of steel sheet piling in shore structures.

Mode of access: Internet.

Piling ji : 16 juan /

Mode of access: Internet.

The San Francisco Bay Marine Piling Survey; Annual Progress Report

Mode of access: Internet.

River & harbor improvement, heavy foundations, manufacturers of reinforced concrete piling.

Plates printed on both sides.

San Francisco Bay marine piling survey, [first-third annual progress reports].

Appendices reprinted from various issues of University of California Publications in zoology, v.22.

Avaliação de danos mecânicos causados em banana Nanicão durante as etapas de beneficiamento, transporte e embalagem

This study had as objective the evaluation of mechanical damages occurred in banana Nanicão during the improvement process, packing and distribution, identifying the probable critical points. The mechanical damages caused by transport, first cleaning; cleanness and sorting; preservation in the packing, transport, and mature were evaluated. The studied packing had been: torito wooden packing (18 kg), wood type ½ box, (13 kg) and cardboard (18 kg). The stage of preservation and transport of the fruits to the distribution center duplicated the light defects and quintupled the serious defects, causing rottenness after the acclimatization. The cardboard packing did not support the piling up and presented deformations, that resulted in the kneading the fruits of the inferior packing, causing a significant increase of the serious defects. The fruits conditioned in the involved packing of plastic bubble had presented an inferior number of serious damages when compared with the others packing, without the plastic.

Analysis of the tip roundness effects on the micro- and macroindentation response of elastic-plastic materials

In this work, the effects of indenter tip roundness oil the load-depth indentation curves were analyzed using finite element modeling. The tip roundness level was Studied based on the ratio between tip radius and maximum penetration depth (R/h(max)), which varied from 0.02 to 1. The proportional Curvature constant (C), the exponent of depth during loading (alpha), the initial unloading slope (S), the correction factor (beta), the level of piling-up or sinking-in (h(c)/h(max)), and the ratio h(max)/h(f) are shown to be strongly influenced by the ratio R/h(max). The hardness (H) was found to be independent of R/h(max) in the range studied. The Oliver and Pharr method was successful in following the variation of h(c)/h(max) with the ratio R/h(max) through the variation of S with the ratio R/h(max). However, this work confirmed the differences between the hardness values calculated using the Oliver-Pharr method and those obtained directly from finite element calculations; differences which derive from the error in area calculation that Occurs when given combinations of indented material properties are present. The ratio of plastic work to total work (W(p)/W(t)) was found to be independent of the ratio R/h(max), which demonstrates that the methods for the Calculation of mechanical properties based on the *indentation energy are potentially not Susceptible to errors caused by tip roundness.

Procedimentos e dinâmicas inerentes ao processo dos concursos públicos e à realização de "empreitadas de obras públicas, em Portugal"

Trabalho de relatório de Estágio de natureza científica para obtenção do grau de Mestre em Engenharia Civil na Área de Especialização em Edificações

Construção de uma responsabilidade europeia além-fronteiras

The suppression of internal border controls has led the European Union to establish a mechanism for determining the Member State responsible for examining each asylum application, with the main intention of deterring asylum seekers from lodging multiple applications and guaranteeing that it will be assessed by one of the States – the Dublin System. Even though it holds on a variety of criteria, the most commonly used is the country of first entrance in the EU. The growing migrating flows coming mainly from Northern Africa have thus resulted in an incommensurable burden over the border countries. Gradually, countries like Greece, Bulgaria and Italy have lost capability of providing adequate relief to all asylum seekers and the records of fundamental rights violations related to the provision of housing and basic needs or inhuman detention conditions started piling up. To prevent asylum seekers who had already displaced themselves to other Member States from being transferred back to countries where their human dignity is questionable, the European Court of Human Rights and the Court of Justice have developed a solid jurisprudence determining that when there is a risk of serious breach of fundamental rights all transfers to that country must halt, especially when it is identified with systemic deficiencies in the asylum system and procedures. This reflexion will go through the jurisprudence that influenced very recent legislative amendments, in order to identify which elements form part of the obligation not to transfer under the Dublin System. At last, we will critically analyze the new rising obligation, that has clearly proven insufficient in light of the international fundamental rights framework that the Member States and the EU are bound to respect, proposing substantial amendments with a view to reach a future marked by high solidarity and global responsibility from the European Union.

SMP-paalu

Tämä insinöörityö on suomenkielinen työ Skanska Mini Pilestä ja laadittiin Skanska Tekra Oy:n toimeksiannosta. Skanska Tekra Oy oli tuomassa Suomeen uutta paalutusmenetelmää, eikä tämän pohjaksi ollut olemassa yhtenäistä koottua suomenkielistä teosta paalutusmenetelmästä. Tästä syystä yhtenäisen selvityksen laatiminen taustatiedoksi osoittautui tarpeelliseksi. Työn tarkoituksena oli koota tietoa Skanska Mini Pilesta sekä selvittää sen etuja ja haittoja muihin paalutusmenetelmiin nähden. Työssä selvitettiin lähinnä puupaaluperustusten saneerauksessa käytettäviä paalutusmenetelmiä. Esimerkkikohteen avulla verrattiin Skanska Mini Pilea muihin paalutusmenetelmiin. Työn avulla pyrittiin selvittämään, paalutusmenetelmän etuja ja haittoja sekä kirjoittamaan ensimmäinen suomenkielinen selvitys paalutusmenetelmästä. Tulevaisuudessa Skanska Mini Pilen toivotaan olevan varteenotettava paalutusmenetelmä Suomessa ja että sillä pystyttäisiin saamaan lisää uusia paalutuskohteita. Tämä työ kokonaisuudessaan toimii pohjana Skanska Mini Pilen tunnettavuuden tekijänä Suomessa. Selvityksen toivotaan auttavan paalutusmenetelmän tunnettavuuden edistäjänä Suomessa ja näin ollen edesauttaen uusien kohteiden saamisessa.

Modified Sheet Pile Abutments for Low-Volume Road Bridges, January 2012

To date there have been few investigations of the substructures in low-volume road (LVR) bridges. Steel sheet piling has the potential to provide an economical alternative to concrete bridge abutments, but it needs investigation with regard to vertical and lateral load resistance, construction methods, and performance monitoring. The objectives of this project were to develop a design approach for sheet pile bridge abutments for short-span low-volume bridges, formulate an instrumentation and monitoring plan to evaluate performance of sheet pile abutment systems, and understand the cost and construction effort associated with building the sheet pile bridge abutment demonstration project. Three demonstration projects (Boone, Blackhawk, and Tama Counties) were selected for the design, construction, and monitoring of sheet pile abutments bridges. Each site was unique and required site-specific design and instrumentation monitoring. The key findings from this study include the following: (1) sheet pile abutment bridges provide an effective solution for LVR bridges, (2) the measured stresses and deflection were different from the assumed where the differences reflect conservatism in the design and the complex field conditions, and (3) additional research is needed to optimize the design.