Effects of Surface Rutting on Near-Surface Pavement Responses Based on a Two-Dimensional Axle-Tire-Pavement Interaction Finite-Element Model
AbstractRoad surface profile is an important factor that affects the dynamic responses of the vehicle, which in turn affects pavement responses. In this study, a complete two-dimensional (2D) axle-tire-pavement interaction finite-element model was developed to investigate the effects of a rutted sur...
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Veröffentlicht in: | Journal of materials in civil engineering 2012-11, Vol.24 (11), p.1388-1395 |
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creator | Wang, Guangming Roque, Reynaldo Morian, Dennis |
description | AbstractRoad surface profile is an important factor that affects the dynamic responses of the vehicle, which in turn affects pavement responses. In this study, a complete two-dimensional (2D) axle-tire-pavement interaction finite-element model was developed to investigate the effects of a rutted surface on near-surface pavement responses. The results indicate there is a significant difference in tire-pavement contact stress distributions between a rutted surface and a flat surface. The presence of a rutted surface increases both the propensity for top-down cracking and the severity of instability rutting. The observed trend indicates that the greater the existing rut severity is, the more likely it is for top-down cracking and increased rutting to occur. |
doi_str_mv | 10.1061/(ASCE)MT.1943-5533.0000526 |
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In this study, a complete two-dimensional (2D) axle-tire-pavement interaction finite-element model was developed to investigate the effects of a rutted surface on near-surface pavement responses. The results indicate there is a significant difference in tire-pavement contact stress distributions between a rutted surface and a flat surface. The presence of a rutted surface increases both the propensity for top-down cracking and the severity of instability rutting. The observed trend indicates that the greater the existing rut severity is, the more likely it is for top-down cracking and increased rutting to occur.</description><identifier>ISSN: 0899-1561</identifier><identifier>EISSN: 1943-5533</identifier><identifier>DOI: 10.1061/(ASCE)MT.1943-5533.0000526</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; Computation methods. Tables. Charts ; Exact sciences and technology ; Finite element method ; Ground, air and sea transportation, marine construction ; Mathematical analysis ; Mathematical models ; Pavements ; Road test: methods, equipments and results ; Road transportation and traffic ; Roads ; Stress concentration ; Structural analysis. 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In this study, a complete two-dimensional (2D) axle-tire-pavement interaction finite-element model was developed to investigate the effects of a rutted surface on near-surface pavement responses. The results indicate there is a significant difference in tire-pavement contact stress distributions between a rutted surface and a flat surface. The presence of a rutted surface increases both the propensity for top-down cracking and the severity of instability rutting. The observed trend indicates that the greater the existing rut severity is, the more likely it is for top-down cracking and increased rutting to occur.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Computation methods. Tables. Charts</subject><subject>Exact sciences and technology</subject><subject>Finite element method</subject><subject>Ground, air and sea transportation, marine construction</subject><subject>Mathematical analysis</subject><subject>Mathematical models</subject><subject>Pavements</subject><subject>Road test: methods, equipments and results</subject><subject>Road transportation and traffic</subject><subject>Roads</subject><subject>Stress concentration</subject><subject>Structural analysis. Stresses</subject><subject>Surface stability</subject><subject>Technical Papers</subject><subject>Transportation infrastructure</subject><subject>Two dimensional models</subject><issn>0899-1561</issn><issn>1943-5533</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><recordid>eNp1kd1qGzEQhUVpoa7bdxCBQHohR7J-vJs713HaQNyGZHstFO1sUFhLjqTtzzv0oaPFju-qG8HMNzOccxA6YXTGqGLnZ8v71frzppmxWnAiJeczWp6cqzdocqy9RRNa1TVhUrH36ENKT4XhVNAJ-rfuOrA54dDh-yF2xgK-G3J2_hEHj7-DieS1fmt-wRZ8xneQdsEnSPiLSdCOoMHN70AuXeknF7zp8fJPD6RxEchx7tpniMbmAuAr510Gsu73rU1oof-I3nWmT_Dp8E_Rz6t1s_pGbn58vV4tb4jhi3kuMqAoqbhtKaPiQXCpjJWWySKvo60AmDNbK9NWgopqwZhk0nJaL0xVFRT4FJ3t9-5ieB4gZb11yULfGw9hSJpVSki-EMW_KbrYozaGlCJ0ehfd1sS_mlE9RqD1GIHeNHq0W49260MEZfj0cMcka_ouGm9dOm6YK8VkTWXh1J4rGOinMMRiYDpe-P-BF1Rnl-Q</recordid><startdate>20121101</startdate><enddate>20121101</enddate><creator>Wang, Guangming</creator><creator>Roque, Reynaldo</creator><creator>Morian, Dennis</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>8FD</scope><scope>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20121101</creationdate><title>Effects of Surface Rutting on Near-Surface Pavement Responses Based on a Two-Dimensional Axle-Tire-Pavement Interaction Finite-Element Model</title><author>Wang, Guangming ; Roque, Reynaldo ; Morian, Dennis</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a372t-15e15683cd0104b4356ac5c15561f0d4ee21c96ad84048711515c3097a8856ae3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Computation methods. Tables. Charts</topic><topic>Exact sciences and technology</topic><topic>Finite element method</topic><topic>Ground, air and sea transportation, marine construction</topic><topic>Mathematical analysis</topic><topic>Mathematical models</topic><topic>Pavements</topic><topic>Road test: methods, equipments and results</topic><topic>Road transportation and traffic</topic><topic>Roads</topic><topic>Stress concentration</topic><topic>Structural analysis. Stresses</topic><topic>Surface stability</topic><topic>Technical Papers</topic><topic>Transportation infrastructure</topic><topic>Two dimensional models</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Wang, Guangming</creatorcontrib><creatorcontrib>Roque, Reynaldo</creatorcontrib><creatorcontrib>Morian, Dennis</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of materials in civil engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Wang, Guangming</au><au>Roque, Reynaldo</au><au>Morian, Dennis</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Effects of Surface Rutting on Near-Surface Pavement Responses Based on a Two-Dimensional Axle-Tire-Pavement Interaction Finite-Element Model</atitle><jtitle>Journal of materials in civil engineering</jtitle><date>2012-11-01</date><risdate>2012</risdate><volume>24</volume><issue>11</issue><spage>1388</spage><epage>1395</epage><pages>1388-1395</pages><issn>0899-1561</issn><eissn>1943-5533</eissn><abstract>AbstractRoad surface profile is an important factor that affects the dynamic responses of the vehicle, which in turn affects pavement responses. In this study, a complete two-dimensional (2D) axle-tire-pavement interaction finite-element model was developed to investigate the effects of a rutted surface on near-surface pavement responses. The results indicate there is a significant difference in tire-pavement contact stress distributions between a rutted surface and a flat surface. The presence of a rutted surface increases both the propensity for top-down cracking and the severity of instability rutting. The observed trend indicates that the greater the existing rut severity is, the more likely it is for top-down cracking and increased rutting to occur.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)MT.1943-5533.0000526</doi><tpages>8</tpages></addata></record> |
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source | American Society of Civil Engineers:NESLI2:Journals:2014 |
subjects | Applied sciences Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Finite element method Ground, air and sea transportation, marine construction Mathematical analysis Mathematical models Pavements Road test: methods, equipments and results Road transportation and traffic Roads Stress concentration Structural analysis. Stresses Surface stability Technical Papers Transportation infrastructure Two dimensional models |
title | Effects of Surface Rutting on Near-Surface Pavement Responses Based on a Two-Dimensional Axle-Tire-Pavement Interaction Finite-Element Model |
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