Relevant bibliographies by topics / New Mexico State University. Department of Civil Engineering

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Academic literature on the topic 'New Mexico State University. Department of Civil Engineering'

Author: Grafiati
Published: 4 June 2021
Last updated: 14 February 2022

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Journal articles on the topic "New Mexico State University. Department of Civil Engineering"

1

McKeen, R. Gordon, Lary R. Lenke, Kiran K. Pallachulla, and William L. Barringer. "Mitigation of Alkali-Silica Reactivity in New Mexico." Transportation Research Record: Journal of the Transportation Research Board 1698, no. 1 (2000): 9–16. http://dx.doi.org/10.3141/1698-02.

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The research experiments reported were conducted at the Materials Research Center, ATR Institute, University of New Mexico, at the request of the Research Bureau, New Mexico State Highway and Transportation Department (NMSHTD). The purpose was to determine the amount of additives required for mitigation of alkali-silica reactivity (ASR) based on screening tests. Fly ash additives routinely used in New Mexico and a new material—lithium nitrate—proposed by the Strategic Highway Research Program were evaluated. The work was motivated by continuous problems with early deterioration of concrete structures due to alkali-silica reactivity. The work was based on the use of acceptance criteria established by NMSHTD for expansion due to ASR, as measured in screening tests. Recommendations resulting from this research do not consider all aspects of the behavior of concrete mixtures and structures. The additive recommendations are based on reduction in mortar-bar expansion during accelerated tests.
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2

Espinosa, Judith M., DeAnza Valencia, Michael Jensen, and Mary E. White. "Regional Transportation's Consensus Building between Local and Tribal Governments in New Mexico." Transportation Research Record: Journal of the Transportation Research Board 1924, no. 1 (2005): 28–36. http://dx.doi.org/10.1177/0361198105192400104.

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Despite the area's notable heterogeneity, the North Central Regional Transit District (NCRTD) is the first regional transit district (RTD) certified in New Mexico. The NCRTD contains the state's largest and smallest pueblos, the poorest and richest counties, and rural communities steeped in 500-year-old Spanish traditions near the New Age cosmopolitanism of Santa Fe. The diverse geographical, political, and economic landscape of the NCRTD can make it difficult to pursue new or ambitious projects across the disparate jurisdictions. Organizational and jurisdictional barriers can create roadblocks to effective collaboration. The New Mexico Department of Transportation Research Bureau provided funds to develop a case study and model that could be followed by other potential RTDs in the state. As the organizing and research entity, the Alliance for Transportation Research Institute of the University of New Mexico was charged with developing the RTD model and staffing the effort. An organizing committee, representing public and private interests, was tasked with producing the certification documents and supporting materials, presenting them clearly and effectively to governing bodies and the public, and providing an example of crossjurisdictional transit collaboration. Creation of the NCRTD required public hearings in every jurisdiction. One-on-one “study sessions” raised public awareness in every jurisdiction and fueled the process for obtaining the needed affirmative votes to join the NCRTD. The NCRTD, composed of 10 initial members, has completed the necessary steps for creating an RTD and was certified by the New Mexico Transportation Commission in autumn 2004 as the first RTD in New Mexico.
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3

Espinosa, Judith M., Matthew R. Baca, Amy D. Estelle, et al. "Client Referral, Ridership, and Financial Tracking [CRRAFT] Transit Management System: CRRAFTing a Bridge to Coordinated Interagency Transportation." Transportation Research Record: Journal of the Transportation Research Board 1841, no. 1 (2003): 62–72. http://dx.doi.org/10.3141/1841-07.

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From the 1990s on, a growing number of federal and state human service programs have identified transportation as an allowable, often vital, support service for clients. State human services agencies in New Mexico are improving clients’ transportation options either by funding the expansion of local transit operators’ service areas and hours, or the starting up of new transit systems. Agencies providing this new transportation funding require specific reports based on the human service delivery model. Because services are client-based, the reports include the number of unique clients served, number of trips provided to each client, trip purposes, and costs. For New Mexico rural transit systems that operate under FTA Section 5311 guidelines, services and reports are trip based. To bridge the gap between human service agency and rural transit system cultures, the Alliance for Transportation Research Institute of the University of New Mexico developed a web-based software program, the Client Referral, Ridership, and Financial Tracking (CRRAFT) Transit Management System. The software integrates human service client transportation referral and service delivery with daily rural public transit operations, provides passengers with increased seamlessness in transportation service, and generates financial and client tracking reports that meet each funding agency’s criteria, including those required by FTA. The CRRAFT lessens the burden on small transit systems that have limited administrative staff of two to three people. The software also provides funding agencies with tools to facilitate planning and to maintain administrative and fiscal accountability.
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4

Samorodov, О. "Formation and development of schools of thought in geotechnical engineering in Kharkiv national university of civil engineering and architecture: the history, personalities, and present." New Collegium 4, no. 102 (2020): 36–42. http://dx.doi.org/10.30837/nc.2020.4.36.

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The paper covers historical material on the formation and development of schools of thought in geotechnical engineering in Kharkiv National University of Civil Engineering and Architecture (formerly known as Kharkiv Civil Engineering Institute), which came into being in 1934 with the establishment of the Department of Bases and Foundations. Particular emphasis is laid upon some personalities of the department; they are outstanding scientists and professors, such as F.O. Belyakov, S.Z. Saidakovsky, I.Ya. Luchkovsky, G.G. Strizhelchyk and others, who made a significant contribution to the formation of schools of thought in geotechnical engineering at the university. A particular contribution of the created research laboratory and the developed equipment for field methods of research into physical and mechanical properties of soils of bases for the foundations of building structures is singled out in the development of scholarly knowledge. The achievements of the renamed Department of Geotechnics, Underground and Hydrotechnical Structures are listed as of today, such as renovation of the educational and research laboratory of “Geotechnical Survey”, which has a governmental certification and allows scientists and students to perform high-quality laboratory work and conduct a full range of engineering and geological and hydrogeological surveys for construction; creation of a new research and technical subdivision of the department known as “Center for monitoring buildings and structures”, which conducts an instrument monitoring of the stress-strain state of the bases and foundations of construction projects using advanced equipment and software packages; availability of an IT classroom and licensed software, including SOFISTIK, a powerful German design software package, which allows researchers to provide high-level research and technical support for designing construction projects. The paper also clearly shows the advantages of training scientific staff and civil engineers in specialties 192 “Construction and Civil Engineering” and 194 “Hydrotechnical Engineering, Water Engineering and Water Technology" and, as a result, a considerable demand for KhNUCEA graduates from employers.
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5

Bickford, Ira, Michael Curto, Chris Glazier, and James A. Macmahon. "ROADVEG: Utah Department of Transportation Roadside Vegetation Inventory and Geographic Information System." Transportation Research Record: Journal of the Transportation Research Board 1650, no. 1 (1998): 13–18. http://dx.doi.org/10.3141/1650-02.

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The Utah Department of Transportation (UDOT), in collaboration with the Utah State University Ecology Center, has created a geographic information system (GIS) of spatially referenced roadside and context landscape attributes pertinent to roadside vegetation management. Construction of the ROADVEG GIS involved the design of a relational database, the assignment of attributes to 2200 km (1,365 mi) of road segments through on-the-road field inventories, and the linkage of database attributes to spatial coverages for GIS presentation and query. The ROADVEG GIS offers UDOT personnel a new way to remotely assess existing roadside and context vegetation attributes along Utah’s roadways, as well as a potentially powerful method of performing multivariate spatial queries for long-range planning. Through queries of the ROADVEG inventory, road segments with specified multivariate conditions are readily identifiable. Visual depictions of multiple vegetation management scenarios with varying cost-benefit ratios are now possible.
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6

Lenke, Lary R., R. Gordon McKeen, and Matt P. Grush. "Laboratory Evaluation of GeoGauge for Compaction Control." Transportation Research Record: Journal of the Transportation Research Board 1849, no. 1 (2003): 20–30. http://dx.doi.org/10.3141/1849-03.

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The use of nuclear methods for compaction control is increasingly problematic for state highway agencies. Regulatory and safety issues have prompted agencies such as the New Mexico State Highway and Transportation Department to look for nonnuclear alternatives for compaction control. A laboratory evaluation of one such commercially available device, known as the GeoGauge, is described. The GeoGauge measures soil stiffness, arguably a more viable engineering parameter than moisture—density measurement. The GeoGauge was found to measure soil stiffness as advertised. Results relating moisture, density, and stiffness were found to be consistent with earlier research on compaction and mechanical strength of soils. However, because of the dynamic nature of the measurement obtained with the GeoGauge and associated boundary constraints, the ability to obtain a target value for stiffness in the laboratory has proved to be elusive. Because of the promising nature of the GeoGauge technology, and because it measures a true engineering mechanical property, a paradigm shift may be necessary for its implementation in field compaction control. Future specifications for compaction using this technology may require specific controls of moisture and compaction equipment with stiffness monitoring via the GeoGauge.
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7

Kozlovska, Maria, Alena Tazikova, and Juraj Talian. "Integrating Economic and Managerial Skills with an Emphasis on Needs of Labor Markets." International Journal for Innovation Education and Research 3, no. 11 (2015): 131–36. http://dx.doi.org/10.31686/ijier.vol3.iss11.476.

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The paper aims to provide insight into the current state of education in economic and managerial knowledge on Faculty of Civil Engineering of the Technical University in Košice. Students use the information to acquire the necessary habits in the branch of management and economics in building. The paper characterized the courses where students come into contact with the problems of management and economics in the building during university studies. The point of paper is to highlight the frequency of articles focused on economic and managerial knowledge. Based on the cooperation between the school and the practice was to measure, a new study Realisation Department of traffic engineering. Combination the three basic pillars of branches of study (department of engineering, construction and road building, construction and industry economics and management) brings an integrated interdisciplinary knowledge for graduates. This knowledge graduates can use for prepare and manage demanding projects of road construction. Such graduate will not only be a good expert in the design of civil structures, but they will also be able to prepare and manage this building. This knowledge is in construction practice required.
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8

Birgisson, Bjorn, Gregory Sholar, and Reynaldo Roque. "Evaluation of a Predicted Dynamic Modulus for Florida Mixtures." Transportation Research Record: Journal of the Transportation Research Board 1929, no. 1 (2005): 200–207. http://dx.doi.org/10.1177/0361198105192900124.

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The new 2002 AASHTO guide for the design of pavement structures is based on mechanistic principles and requires the dynamic modulus as input to compute stress, strain, and rutting and cracking damage in flexible pavements. The 2002 AASHTO guide has three different levels of analysis; the level used depends on the importance of the pavement structure in question. Dynamic modulus testing is required for Level 1 pavement analysis, whereas no laboratory test data are required for Level 2 and Level 3 pavement analysis. Instead, a predictive dynamic modulus equation is used to generate input values. It is of significant importance to state agencies to understand how well the dynamic modulus for locally available materials compares with the predicted dynamic modulus. This paper presents the results of a study by the Florida Department of Transportation and the University of Florida that focused on the evaluation of the dynamic modulus predictive equation used in the new AASHTO 2002 guide for mixtures typical to Florida. The resulting research program consisted of dynamic modulus testing of 28 mixtures common to Florida. Results showed that on average the predictive modulus equation used in the new AASHTO 2002 flexible pavement design guide appeared to work well for Florida mixtures when used with a multiplier to account for the uniqueness of local mixtures. Results of the study also identified optimal viscosity–temperature relationships that result in the closest correspondence between measured and predicted dynamic modulus values.
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9

Isenhower, William M. "Expansive soils—problems and practice in foundation and pavement engineering: (J. D. Nelson and D. J. Miller, Department of Civil Engineering, Colorado State University, Wiley, New York 1992, 259 pp, ISBN 0 471 51186 2)." International Journal for Numerical and Analytical Methods in Geomechanics 17, no. 10 (1993): 745–46. http://dx.doi.org/10.1002/nag.1610171006.

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10

Drusa, Marián, and Roman Bulko. "Rock Slide Monitoring by Using TDR Inclinometers." Civil and Environmental Engineering 12, no. 2 (2016): 137–44. http://dx.doi.org/10.1515/cee-2016-0019.

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Abstract The geotechnical monitoring of the slope deformations is widespread at present time. In many geological localities and civil engineering construction areas, monitoring is a unique tool for controlling of negative factors and processes, also inform us about actual state of rock environment or interacting structures. It is necessary for risk assessment. In our case, geotechnical monitoring is controlling rockslide activity around in the future part of motorway. The construction of new highway route D1 from Bratislava to Košice crosses the territory which is affected by a massive rockslide close to Kraľovany village. There was a need to monitor the activity of a large unstable rockslide with deep shear planes. In this case of underground movement activity, the Department of Geotechnics of the University of Žilina installed inclinometers at the unstable area which worked on Time Domain Reflectometry (TDR) principle. Based on provided measurements, effectivity and suitability of TDR inclinometers for monitoring of deep underground movement activity is demonstrated.
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Books on the topic "New Mexico State University. Department of Civil Engineering"

1

1956-, Andrews Martha Shipman, and New Mexico State University. Library., eds. The whole damned world: World War II correspondence of New Mexico Aggies Dean Daniel B. Jett. Published by New Mexico State University Library in collaboration with Rio Grande Books, 2008.

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2

Jett, Daniel B. The whole damned world: New Mexico Aggies at war, 1941-1945 : World War II correspondence of Dean Daniel B. Jett. Edited by Andrews Martha Shipman 1956- and New Mexico State University. Library. Published by New Mexico State University Library in collaboration with Rio Grande Books, 2009.

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3

Management), Mid-Atlantic Industrial and Hazardous Waste Conference (28th 1996 New York State Center for Hazardous Waste. Hazardous and industrial wastes: Proceedings of the Twenty-eighth Mid-Atlantic Industrial and Hazardous Waste Conference : [July 14-17, 1996, New York State Center for Hazardous Waste Management, Department of Civil Engineering, University of Buffalo, Buffalo, New York]. Technomic Pub. Co., 1996.

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