QC 20100930

Bridges and other coastal structures in Georgia and throughout the Southeast are deteriorating prematurely due to corrosion. Numerous corrosion initiated failures have occurred in precast prestressed concrete (PSC) piles and reinforced concrete (RC) pile caps, leading to the costly repair and replacement of either the entire bridge or the affected members. With the Federal Highway Administration's goal of a 100-year bridge service life and recent legislative action such as the Bridge Life Extension Act, new emphasis has been placed on the development and implementation of new corrosion mitigation techniques. This thesis involves the mechanical testing, and proposed future test program of high-strength stainless steel (HSSS) prestressing strand to be used in prestressed marine bridge piles. The metallurgy for two types of HSSS strand was selected from a previous study of the corrosion resistance, mechanical properties, and feasibility of 6 candidate HSSS drawn wire samples. Duplex stainless steel (DSS) grades 2205 and 2304 were selected for production of 7-wire 1/2" diameter prestressing strand. DSS wire rod was drawn, stranded, and heat-treated using the same production methods and equipment as used for standard of practice, high carbon prestressing strand. The production process was documented to analyze the problems facing this production method and suggest improvement and optimization. After production, the strands were subjected to a series of mechanical tests. Tension testing was performed to provide a stress-strain curve for the strands and related mechanical properties. Wire samples were also taken at varying points in the drawing process to give more information about the work hardening of the stainless steels. Stress relaxation testing was performed on both strand and wire samples to assess the overall losses and to provide comparisons between strand and wire test results as well as drawn wires before and after heat-treatment. An experimental program for future study was designed to assess the HSSS prestressing strand behavior in precast piles. This testing involves assessment of pile driving performance, pile flexural and shear behavior, strand transfer and development length, long-term prestressing force losses, and material durability.

<p>The building sector is a major contributor to theenvironmental loads generated by the society. The recognitionof this fact by the sector and a general strive toward asustainable society have lead to afocus on different toolsthat can be used to enhance the environmental performance ofthe sector and the society. Life Cycle Assessment (LCA) is oneof these tools. The LCA methodology was initially developed forassessments of short-lived consumer products. The increasinginterest in using the LCA methodology in the context of thebuilding sector has initiated a development of the methodologyto be able to consider the specific characteristics andconsiderations of the building sector. These are specific forthe building sector, but not always unique. Examples ofcharacteristics and considerations are: that each building isunique, the functional output is not always a physical productbut rather a service, the long service lives of buildings.These have implications on several elements in the LCAmethodology. The influenced elements that are dealt with inthis thesis are in particular the modeling of the system, thefunctional unit, boundary setting, life cycle scenarios,scenarios and inventory of the usage phase and allocationprocedures.</p><p>Buildings and constructions are commonly not static systems.The systems are rather dynamic in the sense that the systemwill provide different services based on the same physicalstructure during its service life. To be able to model thedynamic system sequential life cycle thinking is introduced anda list of topics is derived. The list of topics is a structuredpresentation of issues that are of interest in the pursuit of aflexible LCA methodology. The goal is to find out if amethodological approach is suitable for modeling dynamicsystems with a functional unit that is based on the providedservice rather than the physical building.</p><p>Boundary setting, life cycle scenarios, allocationprocedures, predicted service life and the modelling of theusage phase are all elements of the LCA methodology that havean potential to influence the result of an LCA in a significantway. The magnitude of the potential influence has beenmonitored based on the results of three case studies, whichhave been elaborated further to be able to estimate themagnitude of the potential influence.</p><p>There is a multitude of available allocation procedurespresented and used in different contexts. The procedures aredeveloped based on different considerations and with differentintended applications. Two alternative allocation proceduresare presented in this thesis. The first is a proceduredeveloped with multi recyclable materials in mind and it isbased on the recyclability of materials and products. Thesecond procedure is quite recently developed and it is based ona combination of economic parameters and recyclability.</p><p>The importance of the usage phase for buildings andconstructions has previously been recognised. The maincontributors to the environmental loads generated during theusage phase are energy use, maintenance and emissions fromproducts. It is, however, not very common to consider the usagephase in assessments conducted on materials and components,even though it is stipulated in e.g. ISO 14025 that the wholelife cycle should be considered. A proposal of a model toestimate the environmental loads is, therefore, presented.</p><p><b>Keywords:</b>Life cycle assessment, Building materials andcomponents, Buildings and constructions, Allocation, Resultvariation, Usage phase, Energy demand</p>

<p>In this thesis the sink-effect in indoor materials wasstudied using mathematical modelling and experimental studies.The sink-effect is a concept which is commonly used tocharacterise the ability of different indoor materials to sorbcontaminants present in the indoor air. The sorption process ismore or less reversible, i.e. molecules sorbed in materials athigh contaminant concentrations may again be desorbed at lowerconcentrations. Knowledge of the sorption capacity of materialsand the rate at which sorption and desorption takes place is offundamental importance for mathematical simulation of indoorair quality. The aim of this work is to contribute withknowledge about how the sink-effect can be described inmathematical terms and how the interaction parametersdescribing the sorption capacity and sorption/desorptionkinetics can be determined. The work has been of amethodological nature. The procedure has been to set upphysically sound mathematical models of varying complexity andto develop small-scale chamber experiments. Two differentdynamic chamber methods have been used. One is based on amodified standard FLEC-chamber while the other uses a chamberwith two compartments, one on each side of the material. The"twin-compartment" method was designed due to the observationthat the contaminant readily permeated straight through theselected materials, which resulted in uncontrolled radiallosses in the FLEC-chamber. In order to be useful forcomparison between experiments and calculations and parameterfitting, the boundary conditions in the chambers must beprecisely known and controlled. This matter has shown to be themost crucial and difficult problem in the research. A varietyof mathematical models for the sink-effect have been proposed.In some models advanced fluid simulations were used in order totest the influence ofill-defined flow boundary conditions. Theaim of the modelling is to find a formulation with a minimum ofinteraction parameters, which is generally useful, i.e. both insmall-scale laboratory environments and in full-scale like anoffice room. Estimated model parameters are shown to be able toyield a reasonably good fit to experimental data for thesorption process but a less satisfactory fit for the desorptionprocess.</p><p><b>Keywords:</b>sink-effect, sorption, adsorption, diffusion,indoor air quality, volatile organic compounds, VOC,contaminants, building materials</p>

Tez (Yüksek Lisans) - Süleyman Demirel Üniversitesi, Fen Bilimleri Enstitüsü, Yapı Eğitimi Anabilim Dalı, 2008. / Kaynakça var.

Thesis (M. Phil.)--University of Hong Kong, 2010. / Includes bibliographical references (p. 129-142). Also available in print.

This dissertation examines how the use and production of construction materials affects landscapes in the Xalapa-Perote region of Veracruz, Mexico. It focuses on four themes associated with rapid urbanization in developing countries and the impacts of urban building on surrounding rural environments and communities. First, it analyzes historical developments in the use and proliferation of concrete-block construction throughout Mexico. Second, the dissertation examines the commoditization of a lightweight volcanic aggregate, known as tepetzil, and exposes flaws in the transformation of this ‘ideal’ aggregate into popular concrete blocks. Third, it explores the causes and outcomes of tepetzil extraction on local environments and land-use practices. Fourth, the dissertation investigates the impacts of concrete block manufacturing on household livelihoods in rural, agricultural communities. The impetus for the research is fourfold: 1) construction materials are a pervasive, yet understudied aspect of today’s global infrastructure; 2) construction materials are an important link between rural and urban processes; 3) widespread construction material mines have dramatic effects on land uses and land-use change; and 4) non-agricultural and off-farm sources of income are increasingly important development initiatives for rural areas in the global south. The dissertation contributes to literature in human-environment geography, cultural landscape studies, development studies, economic geology, and urban and regional planning. The research methods include: household surveys, informal and group interviews, archival research, physical measurements, GPS land-use mapping, and GIS analysis. Results of the individual studies vary and point to the importance of investigating everyday geographies and ordinary landscapes. Lightweight concrete blocks are popular and ubiquitous because they facilitate incremental building, which is the primary way low-income urban migrants acquire homes. Unfortunately, market competition among block producers, as well as limited building codes and limited oversight of block production facilities, allow poor-quality and potentially dangerous blocks to flood urban markets. As demand for cheap building materials increases, aggregate mines expand to ever-more geographic areas. Outcomes of aggregate mining include the transformation of agricultural fields into abandoned pits or pits planted in pine trees. As well, the manufacture of concrete blocks provides unequal and temporary benefits to rural households. / text

Passive removal materials (PRMs) are building materials or furnishings that can effectively control indoor pollution without substantial formation of chemical byproducts and without energy penalty. To assess clay wall plaster as an effective PRM for improving air quality by controlling ozone, perceived air quality (PAQ) was determined in the presence of eight combinations of an emitting and reactive pollutant source (new carpet), clay plaster applied to gypsum wallboard, and chamber air with and without ozone. A panel of 18 to 23 human subjects assessed air quality in twin 30 m3 chambers using a continuous acceptability scale. Air samples were collected immediately prior to panel assessment to quantify concentrations of C5 to C10 saturated n-aldehydes and two aromatic aldehydes that are commonly produced by reaction of ozone with carpet. Perceived Air Quality was most acceptable and concentrations of aldehydes were lowest when only clay plaster or both clay plaster and carpet were present in the chambers without ozone. The least acceptable PAQ and the highest concentrations of aldehydes were observed when carpet and ozone were present together; addition of clay plaster for this condition improved PAQ and considerably decreased aldehyde concentrations. Ozone deposition and byproduct emissions of the clay wall plaster were also assessed using 48 liter stainless steel chambers. Clay plaster applied to gypsum wallboard that had been exposed in a test house (UTest House) for one year effectively removed 88% of the ozone, and emitted high aldehyde concentrations when exposed to high purity air that did not increase when the material was exposed to ozone. The outcome of these experiments leads to speculation that the clay plaster adsorbed contaminants in the test house and then re-emitted them upon exposure to clean air in the small chambers. / text

published_or_final_version / abstract / toc / Civil Engineering / Master / Master of Philosophy

This report is about planning a demolition. The purpose of this report is that it should become a base for a demolition of house J at the Academic hospital in Uppsala, and also to make general help for planning a demolition. This report also contains a part about how a change in the work environment affects general people. The work started with studies of literature and design of the general part of the report and then continued with a practical study of house J. From the experience of the first two parts of the report a general help for planning a demolition was shaped. Today in the demolition industry the most common and effective way to demolish a building is to do it selective and that means, taking the building down part by part depending on the grade of separation. The recommendation for the demolition of house J is to do it selective. “Thinking” about the demolition in the building phase of a house helps to reduce the environmental effects of the demolition and makes it easier to carry out. Planning a building should be done in a long term perspective to make it easier to cope with activity changes, rebuilding and complementary building. When a building is due for demolition it’s important to know everything about the construction of the building and it’s materials to make a good demolition plan both economic and environmental.