Relevant bibliographies by topics / Highway 1

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers
  6. Reports

Academic literature on the topic 'Highway 1'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

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Journal articles on the topic "Highway 1"

1

Díaz-Báñez, J. M., M. Korman, P. Pérez-Lantero, and I. Ventura. "The 1-median and 1-highway problem." European Journal of Operational Research 225, no. 3 (March 2013): 552–57. http://dx.doi.org/10.1016/j.ejor.2012.09.028.

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Díaz-Báñez, J. M., M. Korman, P. Pérez-Lantero, and I. Ventura. "The 1-Center and 1-Highway problem revisited." Annals of Operations Research 246, no. 1-2 (January 26, 2015): 167–79. http://dx.doi.org/10.1007/s10479-015-1790-z.

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Romana, Manuel, Marilo Martin-Gasulla, and Ana T. Moreno. "2 + 1 Highways: Overview and Future Directions." Advances in Civil Engineering 2018 (September 2, 2018): 1–13. http://dx.doi.org/10.1155/2018/2705716.

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Most of the rural transportation system is composed of two-lane highways, and many of them serve as the primary means for rural access to urban areas and freeways. In some highways, traffic volumes can be not high enough to justify a four-lane highway but higher than can be served by isolated passing lanes, or can present high number of head-on collisions. In those conditions, 2 + 1 highways are potentially applicable. This type of highway is used to provide high-performance highways as intermediate solution between the common two-lane highway and the freeway. Successful experiences reported in Germany, Sweden, Finland, Poland, or Texas (US) may suggest that they are potentially applicable in other countries. The objective of this white paper is to provide an overview of the past practice in 2 + 1 highways and discuss the research directions and challenges in this field, specially focusing on, but not limited to, operational research in association with the activities of the Subcommittee on Two-Lane Highways (AHB40 2.2) of the Transportation Research Board. The significance of this paper is twofold: (1) it provides wider coverage of past 2 + 1 highways design and evaluation, and (2) it discusses future directions of this field.
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Leigh, J. Paul, and Harold M. Waldon. "Unemployment and Highway Fatalities." Journal of Health Politics, Policy and Law 16, no. 1 (1991): 135–56. http://dx.doi.org/10.1215/03616878-16-1-135.

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Honegger, G. "NATIVE PLAYWRIGHT: TOMSON HIGHWAY." Theater 23, no. 1 (December 1, 1992): 88–92. http://dx.doi.org/10.1215/01610775-23-1-88.

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Ashley, Steven. "Smart Cars and Automated Highways." Mechanical Engineering 120, no. 05 (May 1, 1998): 58–62. http://dx.doi.org/10.1115/1.1998-may-1.

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This article illustrates the development and use of intelligent vehicles and automated highways to solve the increasing traffic problem. Small networks of computers installed in vehicles and along selected roadways could closely coordinate vehicles and harmonize traffic flow, maximizing highway capacity and passenger safety. A driver electing to use such an automated highway might first pass through a validation lane, similar to today's high-occupancy-vehicle (HOV) or carpooling lanes. The system would then determine if the car will function correctly in an automated mode, establish its destination, and deduct any tolls from the driver's credit account. The article also highlights that basic to the automated-highway schemes are computer simulations to indicate that such systems may be the least expensive way to increase highway throughput. The California Partners for Advanced Transit and Highways (PATH) Program at the University of California has developed the technology whereby magnets buried at intervals in the roadbed would be sensed by magnetometers in vehicles, providing a way to monitor their location and velocity.
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Guralnick, Sidney A., Eric S. Suen, and Christian Smith. "Automating Inspection of Highway Pavement Surfaces." Journal of Transportation Engineering 119, no. 1 (January 1993): 1–12. http://dx.doi.org/10.1061/(asce)0733-947x(1993)119:1(1).

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Alvarez, Luis, Roberto Horowitz, and Perry Li. "Traffic Flow Control in Automated Highway Systems 1." IFAC Proceedings Volumes 30, no. 8 (June 1997): 65–70. http://dx.doi.org/10.1016/s1474-6670(17)43802-x.

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Hiller, Frank. "Off-highway is going electric." ATZoffhighway worldwide 11, no. 2 (June 2018): 54. http://dx.doi.org/10.1007/s41321-018-0015-1.

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Huang, Xinjiang, Stephanie Fong, Linda Deanovic, and Thomas M. Young. "TOXICITY OF HERBICIDES IN HIGHWAY RUNOFF." Environmental Toxicology and Chemistry 24, no. 9 (2005): 2336. http://dx.doi.org/10.1897/04-174r.1.

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Dissertations / Theses on the topic "Highway 1"

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Sterritt, Garry. "Probabilistic procedures for lifetime management of reinforced concrete highway bridges." Thesis, Imperial College London, 2000. http://hdl.handle.net/10044/1/63189.

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The UK’s bridge stock is deteriorating due to a number of mechanisms that affect concrete durability. These include carbonation, thaumasite sulphate reaction, alkali-silica reaction, chloride ingress, freeze-thaw action and fatigue. There are limited resources available to maintain the bridge stock in a safe and operable condition. It is therefore essential that available funds are used to optimum effect for inspections, maintenance, assessment, repair or replacement. If a short term view is taken to bridge management then it is highly likely that a future backlog of essential work will build up which will result in severe financial and operational difficulties. In this context, methodologies that can predict the time-dependent deterioration of RC bridges would be highly beneficial to bridge owners and maintaining agents when developing bridge management strategies. A methodology has been developed in this thesis to estimate the time-dependent deterioration and structural reliability of RC components. Only chloride induced deterioration was modelled because it was found to be the dominant mechanism in the UK. Probabilistic techniques and spatial analysis are used to model the uncertainty inherent to chloride induced deterioration. Code based limit state equations are used with the deterioration models to create time-dependent failure margins. Standard reliability methods (FORM/SORM) are then applied to estimate failure probability time profiles over the life of the bridge. Furthermore, classical and Bayesian statistical techniques are used to update deterioration/reliability predictions. The deterioration models produce plots of area initiated or delaminated as a function of time. These may be used to plan inspection times and types. The ensuing limit state reliability analysis produce probability of failure profiles which may be used as a comparative tool for assessing similar bridge/component types, and thus a bridge management strategy can be developed on the basis of perceived criticality. The updating techniques are used to illustrate how model predictions can be improved when site data becomes available. It is shown that the development of models using typically available site data can be beneficial to bridge owners, but the quantity of such data needs to be enhanced. This is particularly evident for the wide diversity of bridge structures in the UK.
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Cam, Umut Egemen. "Scour Countermeasure Design For Sequential Viaducts On Ankara - Pozanti Highway." Master's thesis, METU, 2012. http://etd.lib.metu.edu.tr/upload/12614171/index.pdf.

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Foundations of river bridges need to be protected with respect to excessive scouring. Degree of protection depends on the severity of scouring action around bridge piers and abutments. A case study is carried out to design appropriate protective measures for sequential viaducts located on Ankara-Pozant highway in Turkey. A number of analyses are conducted to obtain water surface profiles throughout the study reach. Local scour depths at piers and abutments of the viaducts are then obtained. The design process for countermeasures is performed concerning hydraulic, hydrologic, constructional, and economical requirements. To this end, riprap, partially grouted riprap, and articulated concrete blocks are studied in these view points. A criterion based on a selection index, which is defined by the National Cooperative Highway Research Program in the USA, is applied in this study. Implementation of partially grouted ripraps at infrastructural elements is found to be an appropriate solution.
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Li, Jingjuan. "A methodology for obtaining traffic data input to the NCHRP 1-37A PDG." Online access for everyone, 2005. http://www.dissertations.wsu.edu/Thesis/Summer2005/j%5Fli%5F080205.pdf.

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Avsar, Ozgur. "Fragility Based Seismic Vulnerability Assessment Of Ordinary Highway Bridges In Turkey." Phd thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610693/index.pdf.

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Recent devastating earthquakes revealed that bridges are one of the most vulnerable components of the transportation systems. These seismic events have emphasized the need to mitigate the risk resulting from the failure of the bridges. Depending on the seismicity of the bridge local site, seismic vulnerability assessment of the bridges can be done based on the fragility curves. These curves are conditional probability functions which give the probability of a bridge attaining or exceeding a particular damage level for an earthquake of a given intensity level. In this dissertation, analytical fragility curves are developed for the ordinary highway bridges in Turkey constructed after the 1990s to be used in the assessment of their seismic vulnerability. Bridges are first grouped into certain major bridge classes based on their structural attributes and sample bridges are generated to account for the structural variability. Nonlinear response history analyses are conducted for each bridge sample with their detailed 3-D analytical models under different earthquake ground motions having varying seismic intensities. Several engineering demand parameters are employed in the determination of seismic response of the bridge components as well as defining damage limit states in terms of member capacities. Fragility curves are obtained from the probability of exceeding each specified damage limit state for each major bridge class. Skew and single-column bent bridges are found to be the most vulnerable ones in comparison with the other bridge classes. Developed fragility curves can be implemented in the seismic risk assessment packages for mitigation purposes.
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Terdich, Nicola. "Impact of electrically assisted turbocharging on the transient response of an off-highway diesel engine." Thesis, Imperial College London, 2014. http://hdl.handle.net/10044/1/25395.

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Engine boosting via turbocharging is a method to increase the engine power output with minimal or no increase in engine parasitic, frictional and pumping losses. Turbocharging in conjunction with engine down-sizing and down-speeding allows a reduction of engine fuel consumption, while maintaining a high engine power output. However, turbocharging introduces a lag in engine transient response, caused by the finite amount of time required by the turbocharger to accelerate, which has to be minimized. Electric turbocharger assistance consists of coupling an electric motor/generator to a standard turbocharger. The scope of the motor/generator is to increase the power available to accelerate the rotor assembly, so that the time to boost is reduced. The motor/generator could also be utilized to brake the turbocharger to control boost and avoid over-speeds, thus replacing the conventional waste-gate. Furthermore, electric assistance allows turbocompounding to be implemented. Turbocompounding improves the engine efficiency by utilizing the turbine and motor/generator to recuperate additional exhaust flow energy. In this thesis, the electric turbocharger assistance impact on the turbocharger and engine performance is studied. An electrically assisted turbocharger prototype has been developed by industrial partners and it has been tested by the author of this thesis. The performance of the turbocharger turbine and motor/generator has been characterized over the full speed range and the impact of the electric assistance on the turbine flow has been investigated experimentally. It has not been possible to characterize the turbine up to choking conditions, so the data has been extrapolated via a mean-line model. The performance data obtained has been utilized to generate a model of the assisted turbocharger, which has been coupled to a one-dimensional model of a non-highway 7-litre diesel engine. This model has been utilized to study the impact of electric turbocharger assistance on the engine transient performance. The electrical machine characterization revealed that the switched reluctance motor/generator operates efficiently up to a speed of 135,000 rev/min, making it one of the fastest running switched reluctance machines of this size. The peak machine efficiency is 93% (excluding the turbocharger bearing losses) and the maximum power output measured is 5.3 kW in generating mode and 4.3 kW in motoring mode. The motor/generator rotor aerodynamic drag loss has been calculated via computational fluid dynamics software and has been found to be 63 W at 140,000 rev/min. Via a novel experimental technique, it has been possible to characterize the turbocharger turbine down to an expansion ratio of 1.00. This experiment revealed that the mass flow rate drops to zero at an expansion ratio higher than unity and that below this critical pressure ratio the turbine flow is reversed. The characterization of the turbine during speed transients showed that the operating point on the performance map deviates from the quasi-steady line. This indicates that minor unsteady effects occur in the turbine and exhaust manifold flow. A further experiment revealed that the motor/generator torque oscillations have a negligible impact on the turbine performance. The engine simulations showed that the ideal electric assistance motoring power for this application is in the 5 to 10 kW range. A 5 kW machine reduces the engine speed drop, which occurs when the engine load is suddenly increased, by up to 83%, depending on the initial load and load step size, and reduces the time to recover the original speed by up to 86%. The simulations also revealed that electric assistance is more effective than the turbine variable geometry system in improving the engine transient response, but the variable geometry system is useful to optimize boost for engine specific fuel consumption over different engine loading conditions.
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Celik, Gozde. "Verification Of Empirically Determined Support Systems Of The Kiliclar Highway Tunnel By Numerical Modelling." Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613655/index.pdf.

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The aim of this study is to determine the geological and geotechnical characteristics of Kiliç
lar Tunnel on Ankara-Kirikkale Highway, to suggest the appropriate support and excavation systems and verify these suggested support systems via numerical modeling. The length of Kiliç
lar Tunnel is 1110 m. The width of tunnel is 16 m, the height is 10 m and the maximum overburden height is 90 m. Since Ankara-Kirikkale Highway consists of 2x3 lanes, the tunnel is designed as a twin tube tunnel. Kiliç
lar Tunnel is planned to be excavated in Gabbro-Diabase and Serpentinite named as Artova Ophiolite Complex. The rock mass is classified by using RMR, Q and NATM classification systems and support systems are determined by using these classification methods. In addition to empirical approaches, 2D finite element analyses are conducted to check the stabilities of seven sections through the tunnel. Results of those analyses pointed out that the support materials determined empirically (4-6 m long bolt with intervals of 1-2 m, 10-20 cm shotcrete, steel sets (wherever required)) are compatible with those recommended after numerical modelling (4-5 m long bolt with intervals of 1.5-2.0 m, 10-20 cm shotcrete, steel sets for entrance and exit sections). Furthermore, the stabilities of the tunnel portals are also studied by numerical analyses and limit equilibrium analyses. Based on the stability analyses performed for both portals, no slope failure is expected at cut slopes with 1H/3V for forehead and for 1H/2V for side slope.
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Erkayaoglu, Mustafa. "Life Cycle Assessment Of Off-highway Trucks And Belt Conveyors For Sustainable Mining." Master's thesis, METU, 2011. http://etd.lib.metu.edu.tr/upload/12613630/index.pdf.

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In recent years increasing growth rate of all industrial fields generated an emerging energy demand and consequent environmental problems worldwide. Defining environmental profiles of products and systems using environmental tools, such as Life Cycle Assessment (LCA), is a critical issue for sustainable mining. In order to tackle the increasing environmental challenges and air emissions induced by surface coal mining, alternative material handling options are needed to be evaluated. This research study aims to provide a robust LCA model in selection of the alternative material haulage systems as a decision support system. The main objectives of this thesis study are: i) contributing to the national archived data by gathering data about haulage systems from an open pit coal mine, ii) constructing life cycle inventory from the acquired environmental data, iii) performing life cycle assessment of both material haulage systems in an open pit coal mine according to their environmental burdens, iv) conducting uncertainty assessment, and v) suggesting improvement in stages where emissions are critical. In order to accomplish these objectives, comparative LCA from cradle-to-grave was carried out in SIMAPRO 7.3 to determine life cycle environmental impacts of off-highway mining trucks and belt conveyors in coal transportation. Climate change and acidification were selected as major impact categories considered to be major concerns in mining industry. The results of this study revealed that off-highway trucks had 1.9 times greater impact on acidification category than belt conveyors, on the other hand, belt conveyors had 1.6 times greater impact on climate change. NOx emissions caused 96 percent of the acidification impact. CO2 emissions from fossil fuel combustion led to 95 percent of the climate change effect. The obtained results also indicated that the highest impact on all selected impact categories were generated from the utilization stage of the trucks operated by diesel oil and utilization of belt conveyor systems operated by electricity. The main novelty of this study is that it is one of the first LCA studies in the Turkish mining industry where considerable amount of emissions occur due to material handling. This study also advances the current knowledge about environmentally critical processes in material handling systems and places recommendations for both alternatives aiming better decision making. The results of the study are expected to provide a decision support system for the mining industry.
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CARVALHO, NEWTON FAGUNDES DE. "GEOTECHNICAL CHARACTERISTICS OF THE SOFT CLAY FROM BR 101 HIGHWAY IN SANTA CATARINA." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2000. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=1791@1.

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COORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
O presente trabalho apresenta um estudo sobre a argila mole da rodovia BR 101 em Santa Catarina, no qual são pesquisadas suas características geotécnicas a partir de ensaios de campo e laboratório. Os ensaios de campo realizados foram os de palheta, dilatométricos e de piezocone. O programa experimental de laboratório envolveu ensaios de caracterização, de adensamento e triaxiais consolidados não drenados (CIU). O solo foi caracterizado como argila mole flúvio-marinha, altamente plástica e de coloração cinza clara a escura, com sensibilidade entre baixa e média. Trata-se de um material de alta compressibilidade e baixa resistência. Os ensaios de laboratório complementaram os de campo, havendo concordância de resultados em alguns casos estudados. O ensaio dilatométrico apresentou valores de módulo de deformabilidade unidimensional próximos aos obtidos nos ensaios oedométricos, revelando-se, assim, uma ferramenta adequada à estimativa de recalques. A estimativa do fator de cone (NKT) deve ser tratada de forma cuidadosa, pois tal fator tem grande influência na determinação da resistência não drenada (Su). Esta apresentou valores entre 10 e 25kPa, nos ensaios de campo e triaxiais de laboratório (CIU) realizados nos depósitos de argila mole investigados nesse estudo. Finalmente, ressalta-se a importância dos ensaios de campo para a determinação dos parâmetros geotécnicos das argilas moles, devido à rapidez e maior facilidade para a realização.
The objective of this study is to characterize the soft clay of the BR 101 Highway in Santa Catarina, based on field and laboratory tests. Field tests consisted of vane test (VST), flat dilatometer test (DMT) and piezocone (CPTU). The experimental laboratory program included characterization, consolidation and consolidated undrained triaxial tests (CIU). The soil has been characterized as fluviomarine soft clay, highly plastic, presenting light to dark grey color, and low to medium sensibility. The material has shown high compression rate and low resistance. The laboratory tests have complemented the field investigation. Similar constrained modulus (M) values were obtained both from the dilatometer test and from the conventional consolidation test. Therefore, DMT showed to be a suitable test for settlement estimation. Cone factor (NKT) shall be carefully estimated due to its influence in the determination of the undrained shear strength (Su). Field and CIU tests performed in the soft clay deposits presented values between 10 and 25kPa. Emphasis is given in the importance of the field tests to determine the geothecnical parameters of the soft clay, due to their quick and easy performance.
EL presente trabajo presenta un estudio sobre la arcilla blanda de la carretera BR 101 en Santa Catarina. En éste, se investigan las características geotécnicas a partir de ensayos de campo y laboratorio. Los ensayos de campo realizados fueron los de paleta, dilatométricos y de piezocone. El programa experimental de laboratorio considera ensayos de caracterización, de adensamiento y triaxiales consolidados no drenados (CIU). El suelo fue caracterizado como arcilla blanda fluvio-marina, altamente plástica y de coloración gris claro a oscuro, con sensibilidad entre baja y media. Se trata de un material de alta compresibilidad y baja resistencia. Los ensayos de laboratorio complementaron los de campo, y los resultados coinciden en algunos casos estudiados. El ensayo dilatométrico presentó valores de módulo de deformabilidad unidimensional próximos a los obtenidos en los ensayos oedométricos, revelando así la herramienta adecuada en la estimativa de recalcos. La estimativa del factor de cono (NKT) debe ser tratada de forma cuidadosa, porque este factor tiene una gran influencia en la determinación de la resistencia no drenada (Su). La resistencia no drenado tuvo valores entre 10 y 25kPa, en los ensayos de campo y triaxiales de laboratorio (CIU) realizados en los depósitos de arcilla blanda investigados en este estudio. Finalmente, se resalta la importancia de los ensayos de campo para la determinación de los parámetros geotécnicos de las arcillas blandas, debido a la rapidez y facilidad en su realización.
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Bonjaku, Gokdemir Ornela. "Architecture As An Urban And Social Sign: Understanding The Nature Of Urban Transformation In Eskisehir Highway, Ankara." Master's thesis, METU, 2009. http://etd.lib.metu.edu.tr/upload/3/12610801/index.pdf.

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The buildings of a city such as shopping malls, plazas, world trade centers, hotels or even residential complexes are not only alternative urban building typologies but they represent power in social, economical, political and even religious terms. In this sense buildings should not be seen as specific design and research areas limited with single building scale but rather should be seen as urban statements in city scale. However the eclectic existence of these buildings in urban fabric causes a series of unexpected transformations in a larger scale. The impact of a building in urban scale takes a very important place in the modern city &ndash
their architectural expression is not limited with their individual scale but rather it becomes an integrated part of the whole city which is open to transform function, infrastructure, architectural meaning, image ability and other social problems. This building behaves as a cultural and social symbol and it is inevitable to consider the design process as an urban experience. However many of the contemporary examples are designed as individual architectural buildings&hellip
The integration of Turkey, but especially the city of Ankara to the global economic network providing new cultural identities presents a transformation of the city which natures could be seen &ldquo
in terms of rent theory&rdquo
and makes this city &ldquo
a place of competition for profit.&rdquo
To better present these transformations one of the most important regions EskiSehir Highway will be analyzed for the power it reflects as the buildings are set on the two sides of the highway as a new type of urban architecture proceeding spontaneously and reconfiguring boundaries based on the limits of the capital. The limits economic power decides about social, economic and physical order of places shapes the city as an urban product to be sold.
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Chandler, Yuell "Chuck" E. IV. "OPERA AND THE MODERN CULTURE OF FILM: THE GENESIS OF CINEMOPERA, ITS INTERTEXTUALITY AND EXPANSION OF OPERATIC SOURCE MATERIAL." UKnowledge, 2012. http://uknowledge.uky.edu/music_etds/1.

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The boundaries of opera, as in all art forms, are constantly being re-evaluated. This analysis examines one of the most recent developments in opera-the use of film as source material, and connections to the film world- through analyzing three operas: Austrian composer, Olga Neuwirth’s opera, Lost Highway, Chinese-American composer, Tan Dun’s opera, The First Emperor, and acclaimed American film composer, Rachel Portman’s opera, The Little Prince. Each of these works exemplifies the modern relationship of opera and film in different ways. To classify these newly film-influenced works, the term cinemopera is used in describing operas connected to or influenced by film. Analytical techniques and historical perspectives, as well as revealing how these three operas are associated with the film world through their composers, source materials, and styles are the tools utilized to establish the characteristics of cinemopera as an operatic subcategory. Also, a definition and discussion of intertextuality in these operas reveals not only their cinematic features, but their ties to common practices in music history. Lost Highway is one of the most intertextual works containing sound effects, electronic music, and drawing heavily upon the David Lynch film of the same name as its source material. The First Emperor is an interesting study in modern ethnomusicology and contains many links to film in its source material as well. The Little Prince has a different kind of intertextuality than the preceding two operas because its source material is a French children’s book. However, since its composer, Rachel Portman, is a very distinguished film composer, it represents many elements of style commonly found in cinemopera. Finally, opera as a business is changing due to its convergence with film. The visual aspect of opera productions is of increasing importance, as is a singer’s credibility in the role they are portraying. Singers must look their parts much more so now than even two decades ago. As cinemopera is explored herein and its effects on the business are discussed, so are the elements of style which clearly serve to classify an opera as cinemopera.
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Books on the topic "Highway 1"

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Manfred, Köhler. Alaska Highway No. 1. Luzern, Switz: Reich Verlag, 1998.

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Kent, Tony. US Highway 1 in Virginia. Charleston, S.C: Arcadia Pub., 2011.

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B, Trudeau G. Quality time on Highway 1. Kansas City, Mo: Andrews and McMeel, 1993.

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Slovenia. Zakon o cestah: (ZCes-1). 2nd ed. Ljubljana: Javno podjetje Uradni list Republike Slovenije, 2011.

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Monterey Peninsula: And scenic Highway 1. San Francisco, CA: Smith Novelty Co., 1996.

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Great Britain. Department of Transport. Road accident costs: Highway economics note 1. London: HMSO, 1985.

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Arlen, Michael J. The view from Highway 1: Essays on television. Syracuse, N.Y: Syracuse University Press, 1997.

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Gransberg, Douglas D., H. David Jeong, Emily K. Craigie, Jorge A. Rueda-Benavides, and K. Joseph Shrestha. Estimating Highway Preconstruction Services Costs - Volume 1: Guidebook. Washington, D.C.: Transportation Research Board, 2016. http://dx.doi.org/10.17226/23590.

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Slovenia. Zakon o cestah: (ZCes-1). 2nd ed. Ljubljana: Javno podjetje Uradni list Republike Slovenije, 2011.

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Pat, Hunter. An artist and a writer travel Highway 1 north. Fresno, Calif: Craven Street Books, 2012.

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Book chapters on the topic "Highway 1"

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Weik, Martin H. "highway." In Computer Science and Communications Dictionary, 728. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_8395.

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Copson, Malcolm, Peter Kendrick, and Steve Beresford. "Highway development." In Roadwork, 1–10. Sixth edition. | Abingdon, Oxon ; New York, NY : Routledge, 2020.: Routledge, 2019. http://dx.doi.org/10.1201/9781351205115-1.

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Weik, Martin H. "highway system." In Computer Science and Communications Dictionary, 728. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_8396.

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Weik, Martin H. "intelligent highway." In Computer Science and Communications Dictionary, 805. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_9263.

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Weik, Martin H. "information highway." In Computer Science and Communications Dictionary, 775. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_8934.

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Seifert, Martina. "Highway, Tomson." In Kindlers Literatur Lexikon (KLL), 1. Stuttgart: J.B. Metzler, 2020. http://dx.doi.org/10.1007/978-3-476-05728-0_8750-1.

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Weik, Martin H. "global information highway." In Computer Science and Communications Dictionary, 683. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_7978.

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Weik, Martin H. "vehicle highway system." In Computer Science and Communications Dictionary, 1884. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_20710.

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Bublatzky, Cathrine. "Along the Indian Highway." In Along the Indian Highway, 1–35. New York : Routledge, 2020.: Routledge India, 2019. http://dx.doi.org/10.4324/9780429316166-1.

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Ioannou, Petros. "Introduction." In Automated Highway Systems, 1–10. Boston, MA: Springer US, 1997. http://dx.doi.org/10.1007/978-1-4757-4573-3_1.

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Conference papers on the topic "Highway 1"

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Wang, Kelvin, Li Lin, Qiang Joshua Li, Vu Nguyen, Gordon Hayhoe, and A. L. Larkin. "Runway Groove Identification and Evaluation Using 1 mm 3D Image Data." In 2013 Airfield & Highway Pavement Conference. Reston, VA: American Society of Civil Engineers, 2013. http://dx.doi.org/10.1061/9780784413005.059.

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Zhang, Yun-Qi, Xin Si-jin, Richard Burton, and Greg Schoenau. "An Integrated Flow Divider/Combiner Valve Design, Part 1." In International Off-Highway & Powerplant Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1992. http://dx.doi.org/10.4271/921741.

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Chakraborty, Sanjoy, and Michael W. Montgomery. "Louisiana Highway 1 Pile Load Test Program." In GeoCongress 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/40971(310)7.

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Wang, Hao, and Imad L. Al-Qadi. "Comparison between Mechanistic Analysis and In-Situ Response of Full-Depth Flexible Pavements." In Airfield and Highway Pavements 2008. Reston, VA: American Society of Civil Engineers, 2008. http://dx.doi.org/10.1061/41005(329)1.

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Ogura, Masaru, and Jianhua Shao. "Research Development of Variable Nozzle Turbocharger Part 1: A New Axially Movable Turbocharger." In International Off-Highway & Powerplant Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1995. http://dx.doi.org/10.4271/952102.

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Hare, Charles T., and Jeff J. White. "A Next-Generation Emission Test Procedure for Small Utility Engines - Part 1, Background and Approach." In International Off-Highway & Powerplant Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1990. http://dx.doi.org/10.4271/901595.

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Graves, R. Clark, and Kamyar C. Mahboub. "Flexible Pavement Design: Sensitivity of the NCHRP 1-37A Pavement Design Guide, a Global Approach." In Airfield and Highway Pavements Specialty Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40838(191)19.

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Kirkpatrick, S. J., G. P. Blair, R. Fleck, and R. K. McMullan. "Experimental Evaluation of 1-D Computer Codes for the Simulation of Unsteady Gas Flow Through Engines - A First Phase." In International Off-Highway & Powerplant Congress & Exposition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 1994. http://dx.doi.org/10.4271/941685.

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Coni, M., and S. Portas. "FE Simulation and Experimental Analysis on Bearing Capacity of Runway Strips." In Airfield and Highway Pavements Specialty Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40838(191)1.

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Haider, S. W., and K. Chatti. "Effects of Design and Site Factors on Roughness of Flexible Pavements in the LTPP SPS-1 Experiment." In Airfield and Highway Pavements Specialty Conference 2006. Reston, VA: American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40838(191)66.

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Reports on the topic "Highway 1"

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Ramirez, J., Austin Pan, and Frank Mwakasisi. Seismic Evaluation of Highway Bridges - Phase 1. West Lafayette, IN: Purdue University, 1996. http://dx.doi.org/10.5703/1288284313312.

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Johnson, P. E., D. S. Joy, D. B. Clarke, and J. M. Jacobi. HIGHWAY 3. 1: An enhanced HIGHWAY routing model: Program description, methodology, and revised user's manual. Office of Scientific and Technical Information (OSTI), March 1993. http://dx.doi.org/10.2172/6549364.

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Farooq, Omar, Kumares Sinha, and John Nagle. Development of a Highway Safety Management System for Indiana: Phase 1. West Lafayette, IN: Purdue University, 1995. http://dx.doi.org/10.5703/1288284313184.

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Salasoo, Lembit. Hybrid 320 Ton Off Highway Haul Truck: Quarterly Technical Status Report 1. Office of Scientific and Technical Information (OSTI), February 2003. http://dx.doi.org/10.2172/807699.

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Cameron, Joyce A., and Anthony J. Sottile. Automation Effects on a Driver's Vigilance in the Automated Highway System, Volume 1. Final Report. Fort Belvoir, VA: Defense Technical Information Center, May 1997. http://dx.doi.org/10.21236/ada397096.

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Zaghloul, Sameh, and Thomas White. Guidelines for Permitting Overloads; Part 1: Effect of Overloaded Vehicles on the Indiana Highway Network. West Lafayette, IN: Purdue University, 1994. http://dx.doi.org/10.5703/1288284313233.

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Fatogoma, Ouattara, Todd Premo, and Robert Jacko. Integration of Real-Time Air Pollution Parameters Into the Decision Making Process Regarding Highway Construction Work Zone Traffic Flow Requirements (Phase 1). West Lafayette, IN: Purdue University, 1998. http://dx.doi.org/10.5703/1288284313460.

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Sinha, Kumares, Mitsuru Saito, and Yi Jiang. The Development of Optimal Strategies for Maintenance, Rehabilitation and Replacement of Highway Bridges, Vol. 1: The Elements of the Indiana Bridge Management System (IBMS). West Lafayette, IN: Purdue University, 1988. http://dx.doi.org/10.5703/1288284314154.

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Sinha, Kumares, Mitsuru Saito, and Yi Jiang. The Development of Optimal Strategies for Maintenance, Rehabilitation and Replacement of Highway Bridges, Vol. 1: The Elements of the Indiana Bridge Management System (IBMS) : Executive Summary. West Lafayette, IN: Purdue University, 1991. http://dx.doi.org/10.5703/1288284314155.

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Mull, C. G., and K. E. Adams, eds. Bedrock geology of the eastern Koyukuk Basin, central Brooks Range, and east-central Arctic Slope along the Dalton Highway, Yukon River to Prudhoe Bay, Alaska, Volume 1. Alaska Division of Geological & Geophysical Surveys, 1989. http://dx.doi.org/10.14509/269.

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