Search Documents

By Renan Oss Giacomelli

A adesão de revestimentos multifuncionais em substratos moles é de extrema importância para o comportamento tribológico desta importante classe de tratamentos superficiais. Mais especificamente, testes de indentação e de riscamento são bastante utilizados na medição desta propriedade. No presente estudo, a adesão de filmes de DLC do tipo a-C:H depositados em aço baixo carbono nitretado foi investigada através de testes de indentação e riscamento. Os revestimentos foram produzidos através de PECVD em substratos de aço 1020 com dois acabamentos superficiais: lixado (Sq = 0,184 µm) e polido (Sq = 0,002 µm). Foram realizados testes de indentação Rockwell C e a adesão foi quantificada através da medição da área desplacada em imagens obtidas através de microscopia ótica. Esta análise produziu resultados semi-quantitativos, eliminando a análise qualitativa subjetiva sugerida pela norma VDI3198. Ainda, testes de riscamento foram realizados nas mesmas amostras com o mesmo indentador para que uma comparação entre ambas as técnicas pudesse ser estabelecida. Por fim, o método apresentado mostrou resultados coerentes, onde amostras com menor carga crítica apresentaram uma maior área desplacada. Amostras lixadas apresentaram um desempenho inferior em relação a adesividade.

Aug 16, 2017

By Luana Araújo Batista

Os aços inoxidáveis austeníticos apresentam interessante junção de propriedade mecânica com elevada resistência à corrosão. Porém, quando aplicados em temperaturas na faixa de sensitização e submetidos a ambientes agressivos, tornam-se suscetíveis à corrosão intergranular. Para verificação da suscetibilidade desses aços sofrem este fenômeno são realizados ensaios de corrosão. Dentre eles os mais utilizados são os contidos na norma ASTM A262, que possui cinco diferentes procedimentos. Este trabalho consiste na comparação dos procedimentos das Práticas A, C e E, contidos nessa norma, para determinação da tendência à corrosão intergranular do aço AISI 304L. Para isto, amostras do aço foram sensitizadas a 675°C por uma hora e em seguida submetidas aos diferentes ensaios descritos na norma. Após a realização dos três procedimentos, considera-se que a metodologia mais assertiva e confiável seja a Prática E, conhecido como ensaio de Strauss, e que as amostras analisadas não apresentaram corrosão intergranular.

Aug 16, 2017

By Fernanda Lourenço Fábia de Lima

O presente trabalho estuda a corrosão seletiva em chapas de aço inoxidável dúplex UNS S31803 (SAF 2205) imerso em solução de 1 mol. L-1 HCl a 60°C, com o intuito de extrair a fase ferrita, para se obter austenita e então criar padrões desta fase, gerando resultados mais confiáveis na sua quantificação, através das técnicas de difratometria de raios-X (DRX) e de espectroscopia de energia dispersiva (EDS). Este estudo foi realizado com 6 amostras, nas quais a temperatura de solubilização variou de 1.000°C até a 1.250°C, a fim de se obter diferentes frações volumétricas de ferrita, podendo assim avaliar o comportamento de extração desta fase de cada amostra pela sua perda de massa em função do tempo de imersão. Os produtos de corrosão obtidos no ataque seletivo foram analisados pelas técnicas de DRX e EDS, onde se constatou o fenômeno de corrosão seletiva. Nas amostras solubilizadas foram feitas quantificações de fases pelas técnicas de DRX, estereologia quantitativa e ferritoscópio e verificou-se que todas apresentaram resultados distintos sendo que a que mais se aproximou da condição de equilíbrio calculada por Thermo-Calc foi a técnica de estereologia quantitativa.

Aug 7, 2018

By João Alberto Fioresi Altoé

Nas indústrias petroquímicas, nucleares e farmacêuticas o avanço tecnológico tem como objetivo a segurança e confiabilidade dos equipamentos com relação à resistência mecânica e à corrosão. Atualmente, o uso dos aços inoxidáveis superausteniticos é uma solução interessante, para uma maior vida útil dos componentes industriais submetidos a ambientes agressivos, como em meios salinos. Esse trabalho tem como objetivo investigar o aparecimento de pites em um aço comercial superaustenitico de composição química aproximada 25Cr28Ni4Mo em solução salina de cloreto de sódio. O aço foi fundido e tratado termicamente por solubilização a 1050ºC por 1h com o objetivo de eliminar os precipitados. As análises microestruturais antes e após os ensaios de corrosão foram feitas por microscopia óptica e eletrônica de varredura. Observou-se com os ensaios eletroquímicos de Polarização linear e impedância, que o aço inoxidável superaustenítico apresenta excelente resistência à corrosão em meio salino, caracterizado também pelas imagens que não revelaram a formação de pites, mesmo quando submetidos a elevados potenciais.

Aug 16, 2017

By Isabela Costa Mendes Peres

As soldas dissimilares de liga de níquel 182 são utilizadas em usinas nucleares para conectar tubulações de aço inoxidável com componentes fabricados em aço de baixa liga. O procedimento envolvido na soldagem dissimilar pode modificar as propriedades do material, o que afeta diretamente a junta soldada no sentido de aumento da probabilidade de incidência do processo de corrosão. Neste trabalho foi realizado a soldagem dissimilar de corpos de prova dos aços de baixa liga e aço inoxidável austenítico AISI 316L com as ligas de níquel 82 e 182. Estudou-se o comportamento frente à corrosão da junta de solda de liga 182 em ambientes ácidos contendo NaCl e Na2S2O3 empregando-se técnicas eletroquímicas. Ensaios de polarização anódica potenciodinâmica foram utilizados para caracterizar o comportamento de corrosão localizada do material. Os resultados mostraram que o comportamento eletroquímico da junta de solda está relacionado com o aporte térmico e a presença ou não de oxigênio no meio.

Aug 8, 2018

By Raphael Calazans Cardoso

Os procedimentos de dimensionamento de juntas parafusadas devem corresponder adequadamente às condições impostas na prática, para garantir projetos de alta confiabilidade. Por isso, este estudo tem o objetivo de evoluir na compreensão do comportamento mecânico de juntas parafusadas submetidas à carga axial externa. Para tal foram realizadas simulações numéricas variando a pré-carga de aperto, o comprimento do parafuso, o atrito entre os componentes, a posição de aplicação da carga externa e os materiais dos membros apertados, de modo a verificar a parcela da carga externa transferida ao parafuso. Todos os fatores analisados alteram o comportamento mecânico da junta, exceto o atrito entre os componentes. A transmissão da carga ao parafuso se comporta de maneira não-linear pelo aumento da carga externa. Além disso, existe um patamar de carga externa abaixo do qual não há transferência de carga ao parafuso.

Oct 30, 2017

By Gabriela Grespan Câmara

O processo de galvanização a zinco utiliza como principal passivante o metal cromo na sua forma hexavalente. O presente trabalho estuda a remoção por zeólitas do íon cromo (VI) do efluente de uma indústria metalúrgica. Devido a grande concentração de Cr (VI) na amostra, primeiramente foi realizada uma redução deste metal utilizando metabissulfito de sódio, que é o agente redutor e de precipitação ideal para efluentes contendo concentrações de Cr(VI) acima de 100 mg L-1. Em concentrações menores o precipitado apresenta baixa cinética de sedimentação, necessitando de um polimento com um tratamento terciário. Este estudo foi realizado em coluna de leito fixo contendo zeólitas, onde foram filtradas soluções com concentrações de Cr(VI) variando de 0,5 a 10 mg L-1. O efluente tratado foi aplicado no topo da coluna e retirado pelo fundo. A partir dos dados de adsorção foram calculados as isotermas de adsorção (Langmuir e Freundlich). O modelo de Langmuir obtido mostrou-se significativo e preditivo com 97,93% de confiabilidade. A capacidade máxima da zeólita em remover cromo (VI) foi estimada em 0,02 mg de Cr(VI) g-1 de zeólita.

Aug 16, 2017

By S. Beskri, N. Geoffroy

When metallurgical plants are designed, a lot of consideration is almost always given to material selection and possible damage mechanisms. Materials engineers are generally involved and will strive to select optimal alloys or refractories for the design conditions. Once in operation however, things often change. Equipment is overstressed to increase production, corrosive leaks are not always promptly addressed, proper welding procedures are disregarded, etc. This paper describes various cases from the mining and metals industry where serious mishaps, associated consequences, and costs could have been avoided if simple and proactive steps had been taken. It also presents a strategy, based on safety reviews, to help predict and prevent damage to critical pieces of equipment.

Jan 1, 2015

By Erika Moonin, Jim Nickerson, Marcus Jensen

"This paper will explain how the Contractor and Owner avoided a contractual dispute involving characterization, impacts, and final remedy for challenging ground conditions encountered during drill and blast excavation of the starter tunnel required for launch of the tunnel boring machine (TBM). During excavation more than 600 feet underground, the Contractor encountered a large complex fault zone subject to more than 14 bar of water pressure. Successive ground inflows from the fault complex over a six-month period presented significant technical and partnership challenges for the team and ultimately delayed the project by nearly one year. This paper will discuss how the Contractor, Owner, and their respective consultants worked together to address these challenges, make decisions, and ultimately move the project to successful completion. PROJECT BACKGROUND AND NEED Seven states of the western United States of America rely heavily on the Colorado River and its tributaries for their water supply. The primary source of water for the Colorado River is winter snow that falls in the mountains ringing the Colorado River basin, including the Rocky Mountains, the Wind River Mountains, and the Uinta Mountains. Flows in the Colorado River vary significantly from year to year, depending on the amount of snow and rain deposited in the basin. During the 1980s and 1990s, snowfall was relatively abundant and Colorado River flows were high on average. Beginning in the year 2000 and continuing to the present day, snowfall has been well below documented historical averages and Colorado River flows have diminished. In fact, a trend toward diminishing flows is evident during the period of the historical record. This variability in Colorado River flows and the trend to lower flows is represented in the following Figure 1."

Jan 1, 2016

By T. A. Laser

"INTRODUCTION A positive workplace environmental, health, and safety (EHS) culture affords organizations and corporations many benefits, including increased trust and employee morale, sustainable EHS performance improvements, and reliable productivity and profit margin growth. Unfortunately, many leaders and EHS professionals struggle daily to achieve and maintain positive workplace cultures and consistent business results. While lack of management support, corporate or employee buy-in, resources, and time are common factors that conflict with an EHS culture and safe work behaviors and processes, there are many other actions that threaten the positive attributes of an organization’s culture. Often these culture killers are not recognized, or worse yet, ignored because they are considered taboo. For example, voicing observations or questioning long-held management practices or process that were initially designed to promote EHS values, but no longer do so. Unfortunately, this could be viewed as challenging authority, not being a team player or even not valuing EHS. And for those that speak up, the potential for negative consequences can be real impediments to positive change. Having an open mind, constantly striving to identify culture killers, and putting forth the effort to eliminate them are the first steps to begin reaping the benefits of having a sound workplace culture. This paper helps readers to: • Recognize culture killers that negatively impact fostering and maintaining sustainable EHS cultures in the workplace. • Understand how to prevent, avoid, and respond to culture killers, before they wreak havoc in your organization. • Assess EHS culture strength, and implement plans to continuously improve it. The desire to draw boundaries around concepts, put things into boxes, and nail down requirements for something that is virtually impossible to solidify for any length of time is quite fascinating! These desires can pose challenges when trying to define what the perfect EHS culture should look like. The very act of trying to define our culture tends to create silos, and these silos, in turn, can become “culture killers”. The following is one of the most common culture killers. UNBALANCED ORGANIZATIONS TRIGGER CULTURE KILLERS Unbalanced organizations occur when an organization’s constantly shifting focus forces other important needs to take a back seat--until the focus changes again. This balancing act can be detrimental and lead to catastrophic results including low morale, lack of trust, employee dissatisfaction, high turnover, increased incidents, poor profit margins, loss of market share, and ultimately into organization-wide failure."

Jan 1, 2018

By Brain E. Ladd

A load test program was performed on two auger cast piles constructed in the Inner Coastal Plain geology of North Carolina. Both test piles were installed through Coastal Plain deposits and into underlying Piedmont residual soils; one test pile was embedded into partially weathered rock (PWR). The recommended 100-ton design load was confirmed by a test program that included instrumenting the piles with strain gages. The two piles performed differently during the load tests due to the effect of embedment into PWR. Loading Test Pile No. 1, which was not embedded into PWR, to failure at about 230% of the design compressive load allowed for evaluation of the mobilization of the ultimate shaft and end bearing resistances. Mobilization pile resistance was evaluated by comparing shaft and end bearing resistances to top of pile deflection (?) normalized by the pile diameter (D). For Test Pile No. 1, the ultimate average shaft resistance was achieved at ?/D of about 7.5% and ultimate end bearing resistance at ?/D of about 9.5%. Test Pile No. 2, embedded into PWR, achieved a ?/D of only about 4% at 200% of the design load and was not loaded to failure. Shaft resistance was mobilized at a different rate within each individual geologic layer, i.e. ultimate shaft resistance did not occur simultaneously for all geologic layers. As the available total shaft resistance was exceeded and end bearing mobilized, the unit shaft resistances reduced from the peak values. A modified Davisson offset using ?/D of about 6.5% appears applicable for evaluating the ultimate capacity of auger cast piles in the Inner Coastal Plain.

By Brian E. Ladd

"A load test program was performed on two auger cast piles constructed in the Inner Coastal Plain geology of North Carolina. Both test piles were installed through Coastal Plain deposits and into underlying Piedmont residual soils; one test pile was embedded into partially weathered rock (PWR). The recommended 100-ton design load was confirmed by a test program that included instrumenting the piles with strain gages. The two piles performed differently during the load tests due to the effect of embedment into PWR. Loading Test Pile No. 1, which was not embedded into PWR, to failure at about 230% of the design compressive load allowed for evaluation of the mobilization of the ultimate shaft and end bearing resistances. Mobilization pile resistance was evaluated by comparing shaft and end bearing resistances to top of pile deflection (d) normalized by the pile diameter (D). For Test Pile No. 1, the ultimate average shaft resistance was achieved at d /D of about 7.5% and ultimate end bearing resistance at d /D of about 9.5%. Test Pile No. 2, embedded into PWR, achieved a d /D of only about 4% at 200% of the design load and was not loaded to failure. Shaft resistance was mobilized at a different rate within each individual geologic layer, i.e. ultimate shaft resistance did not occur simultaneously for all geologic layers. As the available total shaft resistance was exceeded and end bearing mobilized, the unit shaft resistances reduced from the peak values. A modified Davisson offset using d /D of about 6.5% appears applicable for evaluating the ultimate capacity of auger cast piles in the Inner Coastal Plain.INTRODUCTIONAuger-cast-in-place (ACIP) piling was developed in the 1940’s and patented in 1956 (Neely, 1991). Since patent expiration in 1973, ACIP piles are abundantly used in the United States, particularly in the southeast. However, most literature addresses driven piles constructed in sand and clay with lesser discussion of drilled piles. Conventional design methodologies (a- method, ß-method, SPT or CPT correlations, etc.) are based on data derived from numerous projects in a great variety of geologies. O’Neil (2001) notes that there are significant levels of uncertainty in the “universal” databases as evidenced by coefficients of variation of 0.35 to 0.40 for geotechnical parameters (su, SPT-Nvalue, etc.) used to estimate pile capacities.There is a need to develop local databases developed from data obtained from load tests that measure shaft resistance and end bearing. This paper presents the results of load tests conducted on axially loaded auger-cast-in-place piles constructed in the Inner Coastal Plain geology of North Carolina. Shaft resistance, end bearing, and movements that initiated mobilization of these resistances are described. The information presented herein can be used to refine geotechnical correlations and parameters applied in auger cast pile design methodologies."

Jan 1, 2017

By Sam Warren, Antonio Marinucci, Genesis Z. Figueroa, Anne Lemnitzer

Drilled Displacement Piles (DDP) provide an ideal deep foundation solution that combines the benefits of ground improvement with traditional advantages of piling systems. This paper consolidates data from 20 construction projects in which more than 30 DDPs were installed and tested axially. High quality site exploration data (e.g., Cone Penetration Test and Standard Penetration Test) were evaluated to derive geotechnical analysis parameters. The test sites consisted of mostly mixed soil types with strongly stratified layers of sand, silt, and clay. Pile diameters ranged between 40 cm and 61 cm. Test results were compared with predictive methods developed specifically for DDPs as well as methods used in general geotechnical practice. The accuracy of the empirical methods is presented in terms of total pile capacity, pile length/diameter, and soil type. The large majority of all examined methods underpredict the in-situ pile capacities. It was also found that the difference between the tested and predicted capacity is strongly related to the level of improvement in the surrounding soil due to the piles’ installation. A general comparison between predictive axial accuracy and the observed level of ground improvement upon installation is also discussed.

May 1, 2022

By A. Uribe-Salas, J. A. Finch, B. J. Huls

Gas holdup profiles in the collection zones of a pilot flotation column (0.91 m x 13.5 m) and a laboratory flotation column (0.057 m x 9.5 m) operated with air and water only were determined from pressure measurements. The profiles were determined discretely and continuously. For the pilot column, a minimum distance between pressure measurements was necessary to give reliable results. For the laboratory column, a third-degree polynomial fit to the pressure vs. height data was required. Water manometers proved to be less sensitive to sensor and process noise than pressure transducers. The profiles showed that gas holdup approximately doubled over a height of 8 to 10 m. The profiles were not linear, and the gradient increased towards the top of the column, especially for gas rates greater than 1 cm/s. The profiles cannot be predicted by a simple bubble expansion model. The implications of this new finding of a significant gas holdup increase with height in the collection zone on various aspects of flotation column design and operation are discussed.

Jan 1, 1996

By K. Tada

A surface of a magnesium slab (hereinafter, referred to as Mg slab) or magnesium alloy slab (hereinafter, referred to as Mg alloy slab) becomes black with the use of conventional manufacturing methods. The methods also involve a danger that an explosion of the molten magnesium occurs through contact with cooling water. Thus, it has been impossible to produce a slab having a smooth surface. In the present method, a molten magnesium alloy is supplied into a mold, which is sheltered from the surroundings, from a pool in tundish, which is shielded from the surroundings. AZ31B slab formed in the mold is drawn horizontally out to the outside from an outlet of the mold by revolving of the pinch rolls. A cooling water is jetted at an acute angle onto the slab on the outer side of the mold outlet. Further, an inert gas is sprayed at the inner side of the mold outlet in order to seal in a gap between a free surface of the molten magnesium alloy and a sheltered board surrounding an upper surface of the mold. As a result, oxygen and droplets of the cooling water are prevented from running back to the mold side through the gap. AZ31B slab has a smooth surface condition and high quality without a gas porosity, a segregation or the like. Further, the slab has a size of a width of 100 to 120 mm, a thickness of 5 to 20 mm and a span of 10 m or more.

Jan 1, 2006

By D. Vogt

South African underground hard rock mines are typically managed using measurements made daily, weekly or even monthly of key parameters such as face advance, readiness to blast, blast success, temperature or dust levels. Health, safety and productivity can all be greatly improved if a real-time measurement system can inform decision making. To enable this vision of widespread sensing, communication and decision support, CSIR has developed an open standard architecture for communication of sensor data, and a reference implementation using that standard. The standard, called AziSA, meaning ?to inform? in isiZulu, will allow any device that complies with it to join any network that supports it. The standard is designed for South African gold and platinum mines. To be practical in a typical Bushveld platinum mine, a real-time sensor system needs to be robust, reliable and cheap: ?Sensors are equipped with power sources that will last as long as the sensor is required. In effect, sensors need to be disposable: cheap enough not to warrant repair if they break. ?Communication in the stope is wireless, to avoid there liability problems associated with wire connections. For example, wires to sensors in the face area are unlikely to survive blasting. ?To get information out of the stope, the power line to the scraper winch is used as a communications link. Unlike a separate communications link, the power line will be repaired if damaged, because of its importance to production. ?Outside the stope, communications are transferred onto the mine communication infrastructure. To succeed as a management system, the next key element is the use of software decision support tools that will analyse masses of real-time data to extract key parameters and trends for decision makers. A range of sensors has been developed, including commercial sensors that have had wireless adapters added to make them AziSA compliant, and bespoke sensors that provide low cost sensing of typical mining parameters. An important parameter in any sensor network is the location of the sensor. This has to be easy and cheap to establish, so a tool has been developed to locate sensors in the confines of a stope, using ultrasonic and radio techniques. Once sensors are installed and located, they associate their location to all data that they produce. All the data from the system are captured at surface in a flexible database that can be queried by any application that requires data of any kind. It is simple to program alerts, and for actions to be associated with alerts. The use of wireless in stope also allows for communication from surface to the stope, or from stope to stope. The first implementation of an AziSA compliant system is being installed as part of the Mine Health and Safety Council funded rockfall elimination project. The design is discussed, and a future application for a platinum mine is considered.

Jan 1, 2009

By Alexandre de Freitas Gomes de Mendonça

São crescentes as exigências por confiabilidade nos processos siderúrgicos. Nesse contexto, a Usiminas tem direcionado esforços em suas aciarias na busca da melhoria contínua dos processos garantindo a maior estabilidade operacional. O lingotamento contínuo é responsável pela solidificação controlada do aço líquido. A solidificação inicia-se no molde pela formação de uma pele que sustenta o núcleo líquido ao longo da máquina. O rompimento dessa pele representa um dos maiores problemas no processo de lingotamento contínuo por vazar o aço líquido no interior do veio e atingir as partes eletromecânicas da máquina. Essa ocorrência oferece risco de dano às pessoas, promove a interrupção do lingotamento no veio, sucateamento de produtos e indisponibilidade momentânea do equipamento. Visando reduzir a frequência de rompimentos, a Usiminas repotencializou o sistema de exaustão de vapor, adequou o sistema de detecção de rompimento de pele e criou uma equipe multidisciplinar para análise de cada evento. Essas ações reduziram significativamente a frequência dos rompimentos de pele na Aciaria 2 da Usina de Ipatinga, a ponto de registrar 539 dias sem esse evento.

Aug 17, 2017

By Fabiola Espinoza Carmona, Elena Chiriotti, Edoardo Misano

"INTRODUCTION Ganntas Tunnel is part of the modernization project of the railway between Alger and Oran, in Algeria. In order to double and rectify the existing line between El Affroun and Khémis Miliana, the alignment foresees the excavation of a 7 km-long twin tunnel. The excavation works started in June 2011 with the contractor CCECC, under the supervision of SYSTRA. Excavation is driven in conventional method by hydraulic hammer simultaneously on 8 different faces since excavation was started also from a junction window towards the middle of the tunnel. The minimum longitudinal distance to be respected between two contiguous tunnel faces has been set to 30 m. The tunnel cross-section is a 70 m² oval shaped profile, temporary support consists of shotcrete, bolts and steel ribs. A 30 to 50 cm thick cast in situ concrete final lining has been provided as well. When the tunnel reached a fault zone in soft clayey marls extreme squeezing occurred, works were stopped and re-profiling operations were carried out along more than 100 m. To date, works proceed at slow rate since high convergences are still monitored and completion of works is not expected before December 2016.GEOLOGY The project is located within the Tellian Atlas mountain area, including in particular the Djebel Ganntas massif in between Mitidja and Chleff plains. Djebel Ganntas is characterized by an extensive massif aligned in East-West direction with smooth slopes made of soft clays that emerge in multiple cliffs and ravines. On the top of it, along the edge, a more recent sandstone formation is found. The existing data on the geology did not allow to establish an accurate geological model at tender stage. In-situ investigations allowed at design stage to identify a Quaternary alluvial cover of clays and gravel, followed by a Miocene stratum divided in a sandy top layer and a lower clayey layer. From a structural point of view, geological maps suggest a north direction dip of layers, but the in situ surveys showed that layers were highly folded. The lack of information at tender stage on the structure of the geological series should have triggered an extensive investigation campaign at detailed design stage which did not take place causing serious consequences on costs and time at construction stage."

Jan 1, 2016

By C. Dinis da Gama

Because of the growing importance of back analysis for the interpretation of rock slope failures, particularly in open pit mines, it is suggested a methodologic sequence of activities for dealing with those problems. The principal mathematical tools for the interpretation of the most common mechanisms of slope failures are reviewed, including methods of stress and strain analysis, which seem to be more powerful for parametrization studies, and for developing more realistic explanations of slope behaviour, such as the measurement of displacements. An application of those methods is described, using slope failures detected in a Brazilian uranium mine (Cercado), thus providing reliable shearing strength parameters for the rock mass discontinuites, which were used in the final pit design. The concept of using backanalysis results to supply input data for pit design was implemented by means of the excavation of an experimental trench within mine limits, where specific instruments were installed, and several slope failures were monitored and backanalysed, in order to yield information about sliding mechanisms in the future open pit.

Jan 1, 1983

By Meghan M. Murphy, Derek Penrice

The Downtown Rail Extension (DTX) is principal element of the planned second phase of the Transbay Joint Powers Authority’s (TJPA) Transbay Program. When complete, this regionally critical project will connect Caltrain’s regional rail system and the California High-Speed Rail Authority’s statewide system to the Salesforce Transit Center in downtown San Francisco via a 1.3-mile tunnel. Studied since the 1970s, the DTX has now received environmental clearance, and key stakeholders are aligned on the project’s configuration and its expedited delivery. This paper describes efforts to optimize the DTX configuration and develop an informed project delivery strategy that incorporates construction industry feedback on project phasing, contract packaging, and procurement methods that accomplish the project’s budget goals.

Jun 13, 2021