There are approximately 20 000 small dams in the Czech Republic. This number entails many ponds or small flood attenuation reservoirs, which provide protection against floods. We do not know much about the structure and material properties of these earth dikes. Concerning the small dam stability the current technical standard ČSN 75 2410 focuses foremost on the angle of both the upstream and downstream slopes in case of different materials, and the method of the stability assessment in case of a dam height being 6m or more. Most of these earth dikes are still standing in spite not being built according to any technical standards. They do not follow any standards mostly because they were built before the modern technical standards were published. This diploma thesis focuses on assigning the degree of a reserve in the safety factor for studies of 5 homogeneous earth dikes and 3 inhomogeneous earth dikes. The calculation was done using the Plaxis 2D software using to the shear strength reduction method. The Calculation of the safety degree is made for 4 typical load cases.

The geotechnical community has since decades been acquainted with the use of statistical approach for design optimizations. This has been approved as an operational method by many practitioners in the field but is yet to see a major full-scale breakthrough and acceptance in practice. The advantage of quantifying the many different sources of uncertainties in a design is already a fairly acknowledged method and is in this report expanded for the use in the case of road embankments founded on soft soil improved by lime-cement columns. Statistical approach was adopted with practice of reliability base design (RBD ) to consider the importance of ingoing variables’ variability with the target of streamlining the result by decreasing uncertainties (by means of increased measurements, careful installation, etc.). By constructing a working model that gives the corresponding area ratio between columns and soil needed to fulfill the different criterion set as input values, weight is put on investigating the effects of different coefficients of variation (COV ). The analyses show that the property variabilities have a significant influence on the requisite area ratio that an active use of RBD is a useful tool for optimizing designs in geotechnical engineering. The methodology favors the contractors own development of the mixing process since higher design values can be utilized when

The subject of my thesis is the exploration the landslide, landslide stabilization, design foundation and construct buildings in Brno Bystrc. Attention will be given to slopes safety factor and especially to design four-floor building construction.

Background: People often experience a feeling of not being safe in public places during the darkhours of the day. That feeling of not being safe is a subjective experience and is individual for everyperson. The natural light has a big impact on how the city is experienced by the population of thecity. Because of Sweden’s geographic location, there are many dark hours of the day over the courseof a year. Artificial lighting therefore needs to be used to compensate for the lack of daylight.Purpose: The purpose of this study is therefore to investigate what different factors there are thatimpact people’s perceived safety. The purpose is also to investigate the lighting’s meaning from asafety perspective.Method: The authors of this study have familiarized themselves with previous research and theorieson the subject. Based on what emerged, the authors have designed a survey that aims to collectqualitative and quantitative data. Data collected through the survey have formed the basis of thisstudy’s empirical data. The study is geographically limited to a specific street located in centralMalmö. The survey took place on three different occasions.Results: From the data analysis, it emerged that lighting is only one of many factors that areimportant for people’s experience of safety in public places. A combination of several factors istherefore required for a place to be perceived as safe by its surroundings. Lighting, human presence,the microclimate of the place, activities on the streets and supervision of the area are some of themain factors that emerged. The results of the study also show that people of the female sex, to agreater extent than men do, generally tend not to feel safe in public places when its dark.Conclusion: The perceived safety is an individual experience that should form the basis for thedesign of a place, in combination with the place’s main purpose. Due to this, it is required that theoutside architect involves the people staying at the site in order to optimize an experience of feelingsafe.Design proposal: Finally, what emerged in the study’s results has been applied as a designproposal for Per Weijersgatan.

Most of the concrete buttress dams in Sweden were built from the 1950s till the1980s based on the traditional method of analyses. Those structures are reinforced and heavy in structure. Their height to thickness ratio being large makes them prone to crack during their lifespan. The presence of these cracks make the reinforcements used in the buttress dam susceptible to corrosion due to the water entering through the cracked areas. Therefore, studying the effect of cracks and corrosion regarding the safety of dams is important and should be carried out before the dams fail to function. However, only limited researches have been conducted to address these issues. The main goal of this project is to evaluate if the traditional method of analysis were sufficient to capture the failure modes of the dam before and after the occurrence of cracks and corrosion of the reinforcement. In the traditional method, the analytical stability calculations for the factor of safety of sliding and overturning are computed separately. However, in reality, those two failure modes do not occur separately but in combined mode. Therefore, to study this matter, two case studies were considered. In these studies, both finite element analysis (FEA) and analytical calculations were performed to investigate the failure modes. Moreover, this project assesses the influence of cracks and corrosion of reinforcements in the factor of safety. And, the software that was used to carry out the FE analyses were COMSOL and Abaqus. And alongside to FE software, MATLAB was used to carry out the analytical calculations. The results from the analyses showed that the combined failure modes in FE-analyses were the mode of failure of the buttress dams in all cases. Therefore, the analytical calculations were not sufficient to capture the failure modes. Furthermore, the reinforcements that were incorporated in the dam were observed to have a significant effect on the factor of safety depending on the patterns of the cracks. Similarly, the corrosion of the reinforcement had severe effects on the factor of safety based on the crack patterns. Based on the findings from the project, the combined failure mode from FE analysis the governing failure mode, and therefore, traditional analytical methods should be carried out to help evaluate those FE analyses but not to capture the actual failure modes. Besides, the incorporated reinforcements and their corrosion had notable influences on the safety factor of dams which should be investigated carefully. / De flesta betonglamelldammar i Sverige byggdes under 1950 - 80-talet baserat påden traditionella analysmetoden. Dessa strukturer är armerade och tunga. Derashöjd-tjocklek förhållande är stor nog för att de ska vara benägna att spricka underderas livstid. Uppkomsten av dessa sprickor utsätter armeringen i lamelldammar förkorrosion på grund av att vattnet tränger in genom dessas sprickor. Därför är detytterst viktigt att studera effekter av sprickor och medföljande korrosion avseendedammsäkerhet och bör utföras innan dammarna är ur funktion. Trots vikten avdetta problem, har endast begränsade studier genmfört för att hantera dessa frågor.Huvudmålet med detta examensarbete är att utvärdera den traditionellaanalysmetodens kapacitet att fånga dammens brottillstånd före och efteruppkomsten av sprickor och armeringskorrosion. I den traditionella metoden utförsde analytiska stabilitetsberäkningar av säkerhetsfaktorn för glidning och stjälpningseparat. Men i verkligheten förekommer inte dessa två fenomen separat utan ikombinerat form. För att studera detta fenomen beaktades därför två fallstudier. Ibåda fallen utfördes finita element metod (FEM) och analytiska beräkningar föratt utvärdera brottillstånd. Dessutom utvärderas påverkan av sprickor ocharmeringskorrosion på säkerhetsfaktorn. Programvaran som användes för attutföra FE-analyserna var COMSOL och ABAQUS. Analytiska beräkningarutfördes i MATLAB.Resultaten från analyserna visade att ett kombinerat brottillstånd uppstod iFE-analyserna av lamelldammarna i samtliga studerade fall. Därmed är de utfördaanalytiska beräkningar inte tillräckliga för att fånga brottillståndet. Vidareobserverades att armeringar hade betydande inverkan på säkerhetsfaktornberoende på sprickmönstren. På liknande sätt hade armeringskorrosion signifikantinverkan på säkerhetsfaktorn beroende på sprickmönstren.Utifrån resultatet av FE-analyserna kan man konstatera att den kombineradebrottmoden var det avgörande brottillståndet, och därför bör traditionellaanalysmetoder utföras för att stödja utvärderingen av dessa FE-analyser men inteför att erhålla de faktiska brottillstånd. Dessutom, det kunde observeras attarmering och armeringskorrosion har betydande påverkan på säkerhetsfaktorn avdammar och bör undersökas noggrant.

This thesis estimates potential runway throughput gains using a reduced wake separation based on the 123 most prevalent aircraft in the United States fleet. The analysis considers Runway Occupancy Time (ROT) constraint factors and existing geometric design factors. This research extracts the historic data from Airport Surface Detection Equipment Model X (ASDE-X) for analysis. The Runway Exit Design Interactive Model (REDIM) is used to optimize the runway exit locations and reduce ROT. The runway throughput and safety factors are generated from a Monte Carlo runway simulator. This thesis focuses on selected US airport runways that could benefit from geometric optimization. The study aims to estimate ROT improvements through improved runway exit locations and the changes in runway throughput considering ROT constraint factors. The results of the thesis show that Dallas Fort Worth International Airport (DFW) runway 35C and Denver International Airport (DEN) runway 16R have the potential to improve the ROT. After the optimization to locate runway exits, the ROT time of the RECAT group F and G aircraft (greater than 90% of the arrivals) was reduced by three to five seconds (a very significant effect). After the ROT reductions and with the application of reduced wake separation criteria with the ROT constraint factor applied, the arrival-only capacity of DFW runway 35C improved by 3.5 arrivals per hour. The arrival-only capacity on DEN runway 16R improved by 2.14 arrivals per hour. Both runways maintained a probability of violation between time-based separation and ROT time at around 1.5%. The study concludes that the application of reduced wake separation criteria alone is a necessary but insufficient condition to improve the efficiency of arrival runways. Through careful improvements of runway exit locations, reductions in ROT provide reliability and efficiency to the operation of runways. / Master of Science / This thesis estimates potential runway throughput gains using a reduced wake separation based on the 123 most prevalent aircraft in the United States fleet. The analysis considers Runway Occupancy Time (ROT) constraint factors and existing geometric design factors. This research extracts the historic data from Airport Surface Detection Equipment Model X (ASDE-X) for analysis. The Runway Exit Design Interactive Model (REDIM) is used to optimize the runway exit locations and reduce ROT. The runway throughput and safety factors are generated from a Monte Carlo runway simulator. This thesis focuses on selected US airport runways that could benefit from geometric optimization. The study aims to estimate ROT improvements through improved runway exit locations and the changes in runway throughput considering ROT constraint factors. The results of the thesis show that Dallas Fort Worth International Airport (DFW) runway 35C and Denver International Airport (DEN) runway 16R have the potential to improve the ROT. After the optimization to locate runway exits, the ROT time of the RECAT group F and G aircraft (greater than 90% of the arrivals) was reduced by three to five seconds (a very significant effect). After the ROT reductions and with the application of reduced wake separation criteria with the ROT constraint factor applied, the arrival-only capacity of DFW runway 35C improved by 3.5 arrivals per hour. The arrival-only capacity on DEN runway 16R improved by 2.14 arrivals per hour. Both runways maintained a probability of violation between time-based separation and ROT time at around 1.5%. The study concludes that the application of reduced wake separation criteria alone is a necessary but insufficient condition to improve the efficiency of arrival runways. Through careful improvements of runway exit locations, reductions in ROT provide reliability and efficiency to the operation of runways.

A norma Brasileira NBR 6122/1996 - Projeto e Execução de Fundações utiliza o conceito de coeficiente de segurança global e parcial na verificação da segurança de fundações. Esta dissertação ressalta que essa verificação, utilizada na prática, é necessária, para que se atenda às exigências da norma, porém, não é suficiente para garantir a segurança de uma fundação. Pois, qualquer medida de segurança deve estar associada a uma determinada probabilidade de ruína. Neste contexto, apresenta-se nessa dissertação uma metodologia de verificação da segurança na qual, a escolha da carga admissível de um estaqueamento é baseada na probabilidade de ruína de um elemento isolado de fundação e, a aplicação dessa metodologia em diversas fundações executadas em diferentes regiões do país. / The Brazilian code NBR 6122/1996 for Foundation Design and Execution is based on the concept of Limit States Design (LSD) and on the traditional Working Stress Design (WSD). This paper shows that this approach, as usually carry out in the foundation engineering practice, although being necessary, is not enough to assure a safe foundation, once any safety measurement should be associated to a given probability of failure. Therefore, in the proposed methodology, the safety verification of the piling allowable load is based on the probability of failure of an isolated foundation element.

Desenvolvemos um modelo na forma de um mapeamento bidimensional simplético (conservativo) para estudar a evolução das linhas de campo magnético de um plasma confinado no interior de um tokamak. Na primeira parte, consideramos dois perfis estudados na literatura para a densidade de corrente no plasma: um monotônico e um não-monotônico, que dão origem a diferentes perfis analíticos do fator de segurança. Nas simulações, consideramos inicialmente o sistema no equilíbrio, onde observamos, nas seções de Poincaré, apenas linhas invariantes. Em seguida, adicionamos uma perturbação (corrente externa), onde observamos cadeias de ilhas e caos no sistema. Na segunda parte consideramos um perfil também não-monotônico, mas com uma região na qual a densidade de corrente no plasma torna-se negativa, estudo ainda em aberto na literatura, que causa uma divergência no perfil do fator de segurança. Mesmo considerando o sistema apenas no equilíbrio, surgiram cadeias de ilhas muito pequenas em torno de curvas sem shear e caos localizado no sistema, característica não verificada para os outros perfis estudados no equilíbrio. Variando parâmetros relacionados à expressão da densidade de corrente, conseguimos controlar o aparecimento de regiões com cadeias de ilhas em torno de curvas sem shear e regiões caóticas. Para comprovar os resultados, aplicamos o perfil considerado a um outro mapa simplético da literatura (tokamap). Na parte final, consideramos a configuração do perfil do fator de segurança na forma de um divertor. Nessa configuração também temos uma divergência na expressão do perfil do fator de segurança. Observamos características similares (cadeias de ilhas em torno de curvas sem shear e caos) quando consideramos o perfil não-monotônico com densidade de corrente reversa. / We develop a symplectic (conservative) bidimensional map to study the evolution of magnetic field lines of a confined plasma in a tokamak. First, we considered two profiles for the plasma current density, studied in the literature: monotonic and non-monotonic, which give rise to different profiles for the poloidal magnetic field and different analytical profiles for the safety factor. In our simulations, we consider the system initially at equilibrium, where we observe, in Poincaré sections, only invariant lines. Then, we add a perturbation (external current), where we observe island chains and chaos in the system. In the second part, we consider a non-monotonic profile, but with a region which the current density becomes negative, which causes a divergence in the safety factor profile. Even considering only the sistem at equilibrium, very small island chains appeared around the shearless curves, and localized chaos. This feature was not observed for the other profiles at equilibrium. We can control the appearance of the regions with island chaind around the shearless curves and chaotic regions, by variation of parameters related to the density current expression. To comprove our results, we aplly the same profile to the other symplectic map. Finally, we consider a safety factor profile in a divertor configuration. We also have a divergence on in the safety factor profile. We observe similar features (island chains around shearless curves and localized chaos) when we consider a non-monotonic safety factor profile with a reversed density current.

Im Rahmen umfangreicher experimenteller Untersuchungen wurden die Bruchspannungen für Textilbeton unter einaxialer, einsinniger Zugbelastung ermittelt. Im Ergebnis liegen variierende Daten vor, die auf eine nichtdeterministische (unscharfe) Bruchspannung hinweisen. Die Versuchsergebnisse stellen eine moderate Datenbasis für eine statistische Auswertung und Quantifikation der Unschärfe dar. Zur Berücksichtigung der unscharfen Bruchspannung bei der Bemessung mittels einfacher Handrechnungen muss ein deterministischer Sicherheitsabstand eingeführt werden. Der Sicherheitsabstand wird in den derzeit gültigen Normen mit Teilsicherheitsbeiwerten festgelegt, die ein ebenso normativ vorgegebenes Sicherheitsniveau gewährleisten sollten. In diesem Kontext werden im Beitrag auf der Basis von Zuverlässigkeitsbetrachtungen ermittelte Teilsicherheitsbeiwerte für Textilbeton mit AR-Glas- und Carbon-Bewehrung vorgeschlagen. / In the framework of a comprehensive experimental program the ultimate strength of textile reinforced concrete has been determined under consideration of uniaxial tensile load. In result varying data are available which indicate a non-deterministic (uncertain) strength. The experimental results provide a moderate basis for statistical evaluations and the quantification of uncertainty. Furthermore, manual calculation in structural design requires a certain safety distance. For this task, partial safety factors have been defined and incorporated in the design codes to ensure a predefined safety level. In this context, this paper gives suggestions for the definition of partial safety factors for textile reinforced concrete with AR glass and carbon reinforcement.

Traditionally design engineers have used the Factor of Safety method for ensuring that designs do not fail in the field. Access to advanced computational tools and resources have made this process obsolete and new methods to introduce higher levels of reliability in an engineering systems are currently being investigated. However, even though high computational resources are available the computational resources required by reliability analysis procedures leave much to be desired. Furthermore, the regression based surrogate modeling techniques fail when there is discontinuity in the design space, caused by failure mechanisms, when the design is required to perform under severe externalities. Hence, in this research we propose efficient Semi-Supervised Learning based surrogate modeling techniques that will enable accurate estimation of a system's response, even under discontinuity. These methods combine the available set of labeled dataset and unlabeled dataset and provide better models than using labeled data alone. Labeled data is expensive to obtain since the responses have to be evaluated whereas unlabeled data is available in plenty, during reliability estimation, since the PDF information of uncertain variables is assumed to be known. This superior performance is gained by combining the efficiency of Probabilistic Neural Networks (PNN) for classification and Expectation-Maximization (EM) algorithm for treating the unlabeled data as labeled data with hidden labels.