Relevant bibliographies by topics / AASHTO Rigid Pavement Design

Contents

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

Academic literature on the topic 'AASHTO Rigid Pavement Design'

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

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Journal articles on the topic "AASHTO Rigid Pavement Design"

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Fogg, Jeth A., Ronald L. Baus, and Richard P. Ray. "AASHTO Rigid Pavement Design Equation Study." Journal of Transportation Engineering 117, no. 1 (1991): 124–31. http://dx.doi.org/10.1061/(asce)0733-947x(1991)117:1(124).

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Hall, Kevin D., and Steven Beam. "Estimating the Sensitivity of Design Input Variables for Rigid Pavement Analysis with a Mechanistic–Empirical Design Guide." Transportation Research Record: Journal of the Transportation Research Board 1919, no. 1 (2005): 65–73. http://dx.doi.org/10.1177/0361198105191900108.

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Many highway agencies use AASHTO methods for the design of pavement structures. Current AASHTO methods are based on empirical relationships between traffic loading, materials, and pavement performance developed from the AASHO Road Test (1958–1961). The applicability of these methods to modern-day conditions has been questioned; in addition, the lack of realistic inputs regarding environmental and other factors in pavement design has caused concern. Research sponsored by the NCHRP has resulted in the development of a mechanistic–empirical design guide (M-E design guide) for pavement structural
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Mukhtar, Hamid, and Osama Abdulshafi. "Performance of Flexible and Rigid Pavements in Ohio." Transportation Research Record: Journal of the Transportation Research Board 1536, no. 1 (1996): 94–102. http://dx.doi.org/10.1177/0361198196153600114.

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Deviations in traffic and performance prediction parameters and overall standard deviations applicable to Ohio were determined. Pavement test sites were selected to represent the statewide distribution of pavement designs in Ohio, characterized by such factors as material type, functional classification, and different climatic and soil regions. Core samples were obtained and several laboratory tests were conducted to determine the as-constructed material properties and variability of the design input parameters. Comparison of predicted and observed performances based on approximately 4 years o
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Tompkins, Derek, Luke Johanneck, and Lev Khazanovich. "State Design Procedure for Rigid Pavements Based on the AASHTO Mechanistic–Empirical Pavement Design Guide." Transportation Research Record: Journal of the Transportation Research Board 2524, no. 1 (2015): 23–32. http://dx.doi.org/10.3141/2524-03.

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Darter, M. I., E. Owusu-Antwi, and R. Ahmad. "Evaluation of AASHTO Rigid Pavement Design Model Using Long-Term Pavement Performance Data Base." Transportation Research Record: Journal of the Transportation Research Board 1525, no. 1 (1996): 57–71. http://dx.doi.org/10.1177/0361198196152500107.

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The AASHTO design guide's rigid pavement equation that is used for thickness design was originally developed in 1960 at the conclusion of the road test. This equation predicts the number of axle loads for a given slab thickness and loss in serviceability. During the last 30 years, the original equation has been extended to include several additional design factors and has been used by many highway agencies for rigid pavement design. Due to the limited inference space of the original road test equation and the subjective nature of the subsequent extensions, there is considerable interest in det
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Mallela, Jagannath, Ala Abbas, Tom Harman, Chetana Rao, Rongfang Liu, and Michael I. Darter. "Measurement and Significance of the Coefficient of Thermal Expansion of Concrete in Rigid Pavement Design." Transportation Research Record: Journal of the Transportation Research Board 1919, no. 1 (2005): 38–46. http://dx.doi.org/10.1177/0361198105191900105.

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The coefficient of thermal expansion (CTE) is a fundamental property of concrete. It has long been known to have an effect on joint opening and closing in jointed plain concrete pavement, crack formation and opening and closing in continuously reinforced concrete pavement, and curling stresses and thermal deformations in both types of pavements. However, it has not been included as a variable either in materials specifications or in the structural design of concrete pavements. Hundreds of cores were taken from Long-Term Pavement Performance sections throughout the United States and were tested
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Darter, Michael, Lev Khazanovich, Tom Yu, and Jag Mallela. "Reliability Analysis of Cracking and Faulting Prediction in the New Mechanistic–Empirical Pavement Design Procedure." Transportation Research Record: Journal of the Transportation Research Board 1936, no. 1 (2005): 150–60. http://dx.doi.org/10.1177/0361198105193600118.

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Reliability analysis is an important part of the mechanistic–empirical pavement design guide (M-E PDG). Even though mechanistic concepts provide a more accurate and realistic methodology for pavement design, a practical method to consider the uncertainties and variations in design and construction is needed so that a new or rehabilitated pavement can be designed for a desired level of reliability (performance as designed). Several methods, ranging from closed-form approaches to simulation-based methods, can be adopted to perform reliability-based design. However, some methods may be more suita
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Kurniawan, Agung, Sigit Winarto, and Yosef Cahyo. "STUDI PERENCANAAN PENINGKATAN JALAN PADA RUAS JALAN JALUR LINTAS SELATAN GIRIWOYO – DUWET STA. 10+000 – STA. 15+000." Jurnal Manajemen Teknologi & Teknik Sipil 2, no. 1 (2019): 39. http://dx.doi.org/10.30737/jurmateks.v2i1.390.

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The design improvement of the road, and cost estimate of the south path project, segment Giriwoyo-Duwet Sta.10+000 – Sta.15+00 aims to calculate the geometric, widening, thickness of the rigid pavement, thickness of the flexible pavement overlay, and cost estimates of the improvement road project. 2017 Traffic data and California Bearing Ratio data to calculate the thickness of the rigid pavement. The method used to design the geometric is “Tata Cara Perencanaan Geometrik Jalan Antar Kota Bina Marga 1997”. The thickness of the rigid paving is calculated by means of a 20-year design plan; life
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Li, Xiaojun, Jingan Wang, Haifang Wen, and Balasingam Muhunthan. "Field Calibration of Fatigue Models of Cementitiously Stabilized Pavement Materials for Use in the Mechanistic-Empirical Pavement Design Guide." Transportation Research Record: Journal of the Transportation Research Board 2673, no. 2 (2019): 427–35. http://dx.doi.org/10.1177/0361198118821924.

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The use of cementitiously stabilized materials (CSM), such as lean concrete, cement-stabilized aggregate, and soil stabilized with cement, lime, fly ash, or combinations thereof in the subgrade, sub-base, and base layers of flexible and rigid pavement structures, is a widely accepted practice by many state highway agencies. However, the bottom-up fatigue cracking models of cementitiously stabilized layers (CSL) described in the AASHTO Interim Mechanistic-Empirical Pavement Design Guide Manual of Practice (referred to as the MEPDG) have not been calibrated for CSM based on their field performan
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Thompson, Marshall R. "Mechanistic-Empirical Flexible Pavement Design: An Overview." Transportation Research Record: Journal of the Transportation Research Board 1539, no. 1 (1996): 1–5. http://dx.doi.org/10.1177/0361198196153900101.

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Activities associated with the development of the revised AASHTO Guide for the Design of Pavement Structures (1986 edition) prompted the AASHTO Joint Task Force on Pavements (JTFOP) recommendation to immediately initiate research with the objective of developing mechanistic pavement analysis and design procedures suitable for use in future versions of the AASHTO guide. The mechanistic-empirical (M-E) principles and concepts stated in the AASHTO guide were included in the NCHRP 1-26 (Calibrated Mechanistic Structural Analysis Procedures for Pavements) project statement. It was not the purpose o
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Dissertations / Theses on the topic "AASHTO Rigid Pavement Design"

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Bekele, Abiy. "Implementation of the AASHTO pavement design procedures into MULTI-PAVE." Thesis, KTH, Transportvetenskap, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44064.

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This thesis implements the empirical pavement design procedures for flexible as well as rigid pavement by American Association of State Highways and Transportation Officials (AASHTO) into two MATLAB modules of MULTI-PAVE. MULTI-PAVE was developed as a teaching tool that performs pavement thickness design for multiple design procedures using a common input file and a common output format. The AASHTO components were developed in accordance with the 1993 AASHTO Pavement Design Guide, and verified against the original design method. The thicknesses of the Asphalt Concrete, Base Course and Sub-base
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Shahji, Sanjay. "SENSITIVITY ANALYSIS OF AASHTO'S 2002 FLEXIBLE AND RIGID PAVEMENT DESIGN METHODS." Master's thesis, University of Central Florida, 2006. http://digital.library.ucf.edu/cdm/ref/collection/ETD/id/3494.

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ABSTRACT Over the years pavement design has been based on empirical equations developed from the American Association of State Highway Transportation Officials (AASHTO) road tests. The various editions of the AASHTO pavement design guide have served well for several decades; nevertheless many serious limitations existed for their continued use as the nation's primary pavement design procedure. For example, the traffic loads and truck sizes have increased over the years, the AASHTO design equations were derived based on the climatic conditions present at the Road Tests site, and the issue of ag
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Gebrehiwot, Nahusenay K. "Implementation of multiple design procedures into MULTI-PAVE." Thesis, KTH, Transportvetenskap, 2011. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-44025.

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One particular challenge in pavement design is comparing the results of the different design methods. Some methods, such as the AASHTO (American Association of State Highway and Transportation Officials) Flexible design method and the AASHTO Rigid method were developed in the US, and use US units, as well as typical design loads and specifications. The same can be said for the Florida Cracking method. Other methods, such as the Swedish PMS-Object use SI units and different design axle load. This thesis describes the development of a MATLAB based unified Graphical design interface, called MULTI
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Khanum, Taslima. "Kansas rigid pavement analysis following new mechanistic-empirical design guide." Thesis, Manhattan, Kan. : Kansas State University, 2005. http://hdl.handle.net/2097/123.

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Masad, Sanaa Ahmad. "Sensitivity analysis of flexible pavement response and AASHTO 2002 design guide for properties of unbound layers." Thesis, Texas A&M University, 2004. http://hdl.handle.net/1969.1/528.

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Unbound granular materials are generally used in road pavements as base and subbase layers. The granular materials provide load distribution through aggregate contacts to a level that can help the subgrade to withstand the applied loads. Several research studies have shown that unbound pavement layers exhibit anisotropic properties. Anisotropy is caused by the preferred orientation of aggregates and compaction forces. The result is unbound pavement layers that have higher stiffness in the vertical direction than in the horizontal direction. This behavior is not accounted for in the design
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Chávez, Arbayza Diego Marco Antonio Bryan, and Yabar Gabriela Odar. "Propuesta de estabilización con cal para subrasantes con presencia de suelos arcillosos en bofedales y su influencia en el pavimento rígido bajo la metodología de diseño AASHTO 93 aplicado al tramo 1 de la carretera Oyón-Ambo." Bachelor's thesis, Universidad Peruana de Ciencias Aplicadas (UPC), 2019. http://hdl.handle.net/10757/625903.

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El Tramo I del proyecto “Mejoramiento de la carretera Oyón – Ambo” comprende 48, 9 km de longitud y beneficia a 93,878 usuarios entre los departamentos de Lima y Huánuco. El proyecto consiste en una vía con tramos de pavimento flexible y pavimento rígido. A lo largo del diseño se han identificado zonas críticas por las que debe atravesar la vía de las cuales los bofedales son los más complejos. Como medida de solución en el expediente técnico se ha propuesto el uso de geomallas biaxiales y geotextiles además de haber diseñado el pavimento rígido bajo la metodología AASHTO 93. La presente inve
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Al-Jhayyish, Anwer K. "Incorporating Chemical Stabilization of the Subgrade in Pavement Design andConstruction Practices." Ohio University / OhioLINK, 2014. http://rave.ohiolink.edu/etdc/view?acc_num=ohiou1405480246.

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Fernandes, Wagner Dambrós. "ANÁLISE COMPARATIVA ENTRE OS MÉTODOS DE DIMENSIONAMENTO DE PAVIMENTOS FLEXÍVEIS DO BRASIL E O MÉTODO DA AASHTO." Universidade Federal de Santa Maria, 2016. http://repositorio.ufsm.br/handle/1/7929.

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The Brazil as a country road, which needs much its highways, however, currently the country uses for PAVEMENT scaling of a method developed in 1966 and updated in 1981 by Murilo Souza Engineer extinct DEER. The method that your main idea it is sizing foundation which is in the CBR, based on the empirical method. This way , along the growing fleet of the country and the emergence of some works of mechanistic-empirical nature, this work aims to make the analysis of a pavement through DNIT method and software use SisPavBR developed by Felipe Franco in their studies that began in 2007 in his thesi
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Ayat, Maher. "Pavement and alignment design of a new rural road in the province of Bologna." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2014. http://amslaurea.unibo.it/6508/.

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This thesis aims to give a general view of pavement types all over the world, by showing the different characteristics of each one and its different life steps starting from construction, passing by maintenance and arriving until recycling phase. The flexible pavement took the main part of this work because it has been used in the last part of this thesis to design a project of a rural road. This project is located in the province of Bologna-Italy (‘Comune di Argelato’, 26 km in the north of Bologna), and has 5677, 81 m of length. A pavement design was made using the program BISAR 3.0 and a fa
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Pérez, Rosales Germán Rodrigo, and Mendoza Kengy Edinson Andagua. "Evaluación de las técnicas de diseño de pavimentos básicos para la conservación vial del tramo V de la carretera Acobamba – Puente Alcomachay en el Departamento de Huancavelica." Bachelor's thesis, Universidad Ricardo Palma, 2015. http://cybertesis.urp.edu.pe/handle/urp/1349.

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El presente trabajo de investigación, tiene un diseño de investigación (cuantitativo-cualitativo) que enfoca el problema de utilizar diferentes técnicas de diseño de pavimentos para un efecto económico e innovador para la conservación vial del tramo V de la carretera Acobamba – Puente Alcomachay en el Departamento de Huancavelica, que nos llevó a formular el objetivo de determinar la técnica de diseño de pavimento más económica: AASHTO 93 y NAASRA (antes AUSTROADS), desarrollando parámetros geotécnicos y de transitabilidad, obteniendo como resultado que: la técnica NAASRA, para las condicione
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Books on the topic "AASHTO Rigid Pavement Design"

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Officials, American Association of State Highway and Transportation. AASHTO guide for design of pavement structures. AASHTO, 1988.

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Officials, American Association of State Highway and Transportation. AASHTO guide for design of pavement structures. AASHTD, 1986.

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AASHTO guide for design of pavement structures, 1993. The Association, 1993.

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American Association of State Highway and Transportation Officials. AASHTO guide for design of pavement structures, 1993. The Association, 1993.

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American Association of State Highway and Transportation Officials., ed. Supplement to the AASHTO guide for design of pavement structures. AASHTO, 1998.

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Pierce, Linda M., and McGovern Ginger. Implementation of the AASHTO Mechanistic-Empirical Pavement Design Guide and Software. Transportation Research Board, 2014. http://dx.doi.org/10.17226/22406.

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Quintus, H. L. Von. Design pamphlet for the backcalculation of pavement layer moduli in support of the 1993 AASHTO Guide for the design of pavement structures. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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Naik, Tarun R. Investigation of concrete properties to support implementation of the new AASHTO pavement design guide. Wisconsin Highway Research Program, 2006.

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Viljoen, Adrianus W. Implementation of a comprehensive rigid pavement overlay design system into a condensed overlay design manual. The Center, 1985.

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Quintus, H. L. Von. Design pamphlet for the determination of layered elastic moduli for flexible pavement design in support of the 1993 AASHTO Guide for the design of pavement structures. U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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Book chapters on the topic "AASHTO Rigid Pavement Design"

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Goswami, Sandipan, and Pradip Sarkar. "Design of Rigid Concrete Pavement." In Computer-Aided Highway Engineering. CRC Press, 2021. http://dx.doi.org/10.1201/9781003045830-14.

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Singh, Pooja, and S. N. Sachdeva. "Economy of Design of Rigid Pavement with Tied Concrete Shoulders." In Lecture Notes in Civil Engineering. Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-6717-5_12.

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Abu El-Maaty, Ahmed E., Ghada M. Hekal, Eman M. Salah El-Din, and Saad El-Hamrawy. "Characteristics of Jointed Rigid Airfield Pavement Using Different Material Parameters and Modeling Techniques." In Advancement in the Design and Performance of Sustainable Asphalt Pavements. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-61908-8_6.

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"Rigid Pavement Analysis." In Pavement Design and Materials. John Wiley & Sons, Inc., 2012. http://dx.doi.org/10.1002/9780470259924.ch8.

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"Structural Design of Rigid Pavements." In Pavement Design and Materials. John Wiley & Sons, Inc., 2012. http://dx.doi.org/10.1002/9780470259924.ch12.

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Ramaekers, J., L. Vandewalle, and H. Degée. "Static and dynamic response of rigid concrete pavements: Parametric study." In Functional Pavement Design. CRC Press, 2016. http://dx.doi.org/10.1201/9781315643274-164.

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Al-Khateeb, Ghazi G. "Design and Analysis of Rigid Pavements." In Traffic and Pavement Engineering. CRC Press, 2020. http://dx.doi.org/10.1201/9780429054297-17.

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Zhu, Yuqin, Fujian Ni, and Hongmei Li. "Calibration of rutting prediction model for semi-rigid pavement and sensitivity analysis." In Functional Pavement Design. CRC Press, 2016. http://dx.doi.org/10.1201/9781315643274-66.

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Zhu, T. Y., S. Q. Wang, and X. M. Huang. "Numerical analysis of factors affecting the fatigue life of asphalt pavement with semi-rigid base." In Functional Pavement Design. CRC Press, 2016. http://dx.doi.org/10.1201/9781315643274-96.

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"The MEPDG for Design of New and Reconstructed Rigid Pavements." In Pavement Asset Management. John Wiley & Sons, Inc., 2015. http://dx.doi.org/10.1002/9781119038849.ch22.

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Conference papers on the topic "AASHTO Rigid Pavement Design"

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Hasnat, Mumtahin, Ahmed Muftah, Emad Kassem, and Fouad Bayomy. "Calibration of the Rigid PCC Pavement Performance Models of the AASHTOW Are Pavement ME Design Software in Idaho." In International Conference on Transportation and Development 2020. American Society of Civil Engineers, 2020. http://dx.doi.org/10.1061/9780784483183.015.

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Marohl, Michael P. H. "Comparison of Numerical Methods for Calculation of Vertical Soil Pressures on Buried Piping due to Truck Loading." In ASME 2014 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/pvp2014-28467.

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Calculation of pressures in a soil body due to finite loads imposed on the soil surface is a necessary step in the design and analysis of buried commodities. This study compares two commonly-applied numerical methods used to develop the vertical soil pressure profiles applied to buried pipes. The methods compared in this study differ in theory, basis, assumptions, complexity, and results, and therefore the comparison is meaningful. Provided is a comparison between design vertical forces on different sizes of buried pipes at a range of soil depth, determined using an integration of Boussinesq’s
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Mulandi, J., T. Khanum, M. Hossain, and Greg Schieber. "Comparison of Pavement Design Using AASHTO 1993 and NCHRP Mechanistic-Empirical Pavement Design Guides." In Airfield and Highway Pavements Specialty Conference 2006. American Society of Civil Engineers, 2006. http://dx.doi.org/10.1061/40838(191)77.

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Gedafa, Daba S., James Mulandi, Mustaque Hossain, and Greg Schieber. "Comparison of Pavement Design Using AASHTO 1993 and NCHRP Mechanistic-Empirical Pavement Design Guides." In First Congress of Transportation and Development Institute (TDI). American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41167(398)52.

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El-Badawy, S. M., F. M. Bayomy, M. Santi, and C. W. Clawson. "Comparison of Idaho Pavement Design Procedure with AASHTO 1993 and MEPDG Methods." In First Congress of Transportation and Development Institute (TDI). American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41167(398)56.

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Thuma, Richard G., and James L. Lafrenz. "A Comparison of Rigid Airfield Pavement Design Methods." In Airfield Pavements Specialty Conference 2003. American Society of Civil Engineers, 2004. http://dx.doi.org/10.1061/40711(141)18.

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Lee, Ying-Haur, and Shao-Tang Yen. "Effects of Various Design Features on Rigid Airfield Pavement Design." In 27th International Air Transport Conference. American Society of Civil Engineers, 2002. http://dx.doi.org/10.1061/40646(2003)8.

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Mallela, Jagannath, Leslie Titus-Glover, Biplab B. Bhattacharya, Alex Gotlif, and Michael I. Darter. "Recalibration of the JPCP Cracking and Faulting Models in the AASHTO Pavement ME Design Software." In International Conference on Transportation and Development 2016. American Society of Civil Engineers, 2016. http://dx.doi.org/10.1061/9780784479926.105.

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Garcia-Ramirez, Yasmany, Santiago Quinones Cuenca, Yandri Lalangui Jaramillo, Bryan Ramirez Cabrera, and Vinicio Roblez Torres. "UTPLPave: an online software package for pavement structural design in roads using AASHTO-1993 methodology." In 2020 XV Conferencia Latinoamericana de Tecnologias de Aprendizaje (LACLO). IEEE, 2020. http://dx.doi.org/10.1109/laclo50806.2020.9381183.

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Mahdy, Hassan. "Misalignment of Dowel Bars in Rigid Pavement Joints." In Second International Conference on Sustainable Construction Materials: Design, Performance, and Application. American Society of Civil Engineers, 2012. http://dx.doi.org/10.1061/9780784412671.0016.

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Reports on the topic "AASHTO Rigid Pavement Design"

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Heymsfield, Ernie, and Jeb Tingle. State of the practice in pavement structural design/analysis codes relevant to airfield pavement design. Engineer Research and Development Center (U.S.), 2021. http://dx.doi.org/10.21079/11681/40542.

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An airfield pavement structure is designed to support aircraft live loads for a specified pavement design life. Computer codes are available to assist the engineer in designing an airfield pavement structure. Pavement structural design is generally a function of five criteria: the pavement structural configuration, materials, the applied loading, ambient conditions, and how pavement failure is defined. The two typical types of pavement structures, rigid and flexible, provide load support in fundamentally different ways and develop different stress distributions at the pavement – base interface
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