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A Case Study on Distresses of Concrete Pavements Supported on a Retaining Wall
Embankments and retaining walls are integral parts of the bridge system and provide a smooth transition from lower elevations (i.e., roadways) to higher elevations (i.e., bridge decks). Performances of pavement structures supported on embankments or retaining walls are directly related to their cond...
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Published in: | Applied sciences 2023-10, Vol.13 (20), p.11226 |
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creator | Lee, Heejun Koirala, Niwesh Choi, Pangil Seo, Hoyoung |
description | Embankments and retaining walls are integral parts of the bridge system and provide a smooth transition from lower elevations (i.e., roadways) to higher elevations (i.e., bridge decks). Performances of pavement structures supported on embankments or retaining walls are directly related to their conditions. This paper presents a comprehensive case study of the evaluation of pavement structures supported on an in-service mechanically stabilized earth (MSE) wall that showed significant distresses, such as lane separation, faulting, lane settlement, and tilting of the MSE wall. The conditions of the pavement structures were evaluated via visual observations, falling weight deflectometer (FWD) tests, and coring through pavement structures. The conditions of the MSE wall were evaluated through dynamic cone penetrometer (DCP) tests, cone penetration tests (CPTs), LiDAR surveys, and soil borings. Detailed analysis of the data obtained in this study provides valuable insights into potential distress mechanisms. |
doi_str_mv | 10.3390/app132011226 |
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Detailed analysis of the data obtained in this study provides valuable insights into potential distress mechanisms.</description><subject>Bridges</subject><subject>Case studies</subject><subject>concrete pavement</subject><subject>Concrete pavements</subject><subject>cone penetration tests (CPTs)</subject><subject>dynamic cone penetrometer (DCP) tests</subject><subject>falling weight deflectometer (FWD) tests</subject><subject>mechanically stabilized earth (MSE) wall</subject><subject>Optical radar</subject><subject>Remote sensing</subject><subject>Roads & highways</subject><issn>2076-3417</issn><issn>2076-3417</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>PIMPY</sourceid><sourceid>DOA</sourceid><recordid>eNpNUU1rHDEMNaWFhm1u_QGGXrupbHk8nuOy_QqEpjQtPRrPWF687I6ntjeQf18nW0qkg8TT0-MhMfZWwBXiAB_csgiUIISU-gW7kNDrNSrRv3zWv2aXpeyhxSDQCLhg3zZ86wrxu3ryDzzN_GMsNVMpVHgKfJvmKVMl_t3d05HmWvjdaVlSruQf2Y7_oOriHOcd_-0OhzfsVXCHQpf_6or9-vzp5_br-ub2y_V2c7OeFOi6HnXwbgSN5D0a70WHI4zNoBx6aYLpul4BotAglFadH7QYcTIwhacZ4Ypdn3V9cnu75Hh0-cEmF-0TkPLOulzjdCCrR--9MoS97JVBM2otESCQcNJ1qJrWu7PWktOfE5Vq9-mU52bfSmOkgs4gNNbVmbVzTTTOIdXsppaejnFKM4XY8E3fiwEG3c67Yu_PC1NOpWQK_20KsI8fs88_hn8BXtyFQg</recordid><startdate>20231001</startdate><enddate>20231001</enddate><creator>Lee, Heejun</creator><creator>Koirala, Niwesh</creator><creator>Choi, Pangil</creator><creator>Seo, Hoyoung</creator><general>MDPI AG</general><scope>AAYXX</scope><scope>CITATION</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>PIMPY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0002-3684-8607</orcidid><orcidid>https://orcid.org/0000-0002-2762-1531</orcidid><orcidid>https://orcid.org/0000-0003-4148-9650</orcidid></search><sort><creationdate>20231001</creationdate><title>A Case Study on Distresses of Concrete Pavements Supported on a Retaining Wall</title><author>Lee, Heejun ; Koirala, Niwesh ; Choi, Pangil ; Seo, Hoyoung</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c406t-b6fdab063edd38dd153b0b41729728f8557403316014645d961b3c80cff8557e3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Bridges</topic><topic>Case studies</topic><topic>concrete pavement</topic><topic>Concrete pavements</topic><topic>cone penetration tests (CPTs)</topic><topic>dynamic cone penetrometer (DCP) tests</topic><topic>falling weight deflectometer (FWD) tests</topic><topic>mechanically stabilized earth (MSE) wall</topic><topic>Optical radar</topic><topic>Remote sensing</topic><topic>Roads & highways</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lee, Heejun</creatorcontrib><creatorcontrib>Koirala, Niwesh</creatorcontrib><creatorcontrib>Choi, Pangil</creatorcontrib><creatorcontrib>Seo, Hoyoung</creatorcontrib><collection>CrossRef</collection><collection>ProQuest Central (Alumni)</collection><collection>ProQuest Central</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>ProQuest - Publicly Available Content Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>Applied sciences</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lee, Heejun</au><au>Koirala, Niwesh</au><au>Choi, Pangil</au><au>Seo, Hoyoung</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>A Case Study on Distresses of Concrete Pavements Supported on a Retaining Wall</atitle><jtitle>Applied sciences</jtitle><date>2023-10-01</date><risdate>2023</risdate><volume>13</volume><issue>20</issue><spage>11226</spage><pages>11226-</pages><issn>2076-3417</issn><eissn>2076-3417</eissn><abstract>Embankments and retaining walls are integral parts of the bridge system and provide a smooth transition from lower elevations (i.e., roadways) to higher elevations (i.e., bridge decks). Performances of pavement structures supported on embankments or retaining walls are directly related to their conditions. This paper presents a comprehensive case study of the evaluation of pavement structures supported on an in-service mechanically stabilized earth (MSE) wall that showed significant distresses, such as lane separation, faulting, lane settlement, and tilting of the MSE wall. The conditions of the pavement structures were evaluated via visual observations, falling weight deflectometer (FWD) tests, and coring through pavement structures. The conditions of the MSE wall were evaluated through dynamic cone penetrometer (DCP) tests, cone penetration tests (CPTs), LiDAR surveys, and soil borings. 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subjects | Bridges Case studies concrete pavement Concrete pavements cone penetration tests (CPTs) dynamic cone penetrometer (DCP) tests falling weight deflectometer (FWD) tests mechanically stabilized earth (MSE) wall Optical radar Remote sensing Roads & highways |
title | A Case Study on Distresses of Concrete Pavements Supported on a Retaining Wall |
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