Machine Learning-based Predictive Model of Ground Subsidence Risk using Characteristics of Underground Pipelines in Urban Areas
In this study, a machine learning-based prediction model was developed using the attribute information of underground pipelines and the history information of ground subsidence in order to predict the risk level of ground subsidence in urban areas. The target area was divided into a grid with sizes...
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description | In this study, a machine learning-based prediction model was developed using the attribute information of underground pipelines and the history information of ground subsidence in order to predict the risk level of ground subsidence in urban areas. The target area was divided into a grid with sizes of 100m×100m, 300m×300m, and 500m×500m, and the attribute information of underground pipelines in the grid and ground subsidence data were utilized to build a dataset. For input data, the pipeline's diameter, the number of years used, and density were selected based on the pipeline's length as the basic unit. And the risk level of ground subsidence using history information was set as the output data. A total of 36 datasets were built according to the conditions, and factors with significant correlation were selected through a correlation analysis of the datasets. The developed datasets were divided into training data and evaluation data. The synthetic minority oversampling technique was used to resolve the data imbalance. The model performance evaluation indexes used in this study were F1-score and AUC(Area Under the Curve). The performance of each model was compared, and the comparison results showed that a model that applied a preprocessed dataset with 500m×500m grid size, 10 years in use, 100mm pipeline diameter, and 1-2 ground sinks in Level 1 risk range to the LGBM(Light Gradient Boosting Model) classifier derived the best evaluation indexes(F1-Score:0.750, AUC:0.840). The map was found to be effective for predicting the risk level of ground subsidence in urban areas. |
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The target area was divided into a grid with sizes of 100m×100m, 300m×300m, and 500m×500m, and the attribute information of underground pipelines in the grid and ground subsidence data were utilized to build a dataset. For input data, the pipeline's diameter, the number of years used, and density were selected based on the pipeline's length as the basic unit. And the risk level of ground subsidence using history information was set as the output data. A total of 36 datasets were built according to the conditions, and factors with significant correlation were selected through a correlation analysis of the datasets. The developed datasets were divided into training data and evaluation data. The synthetic minority oversampling technique was used to resolve the data imbalance. The model performance evaluation indexes used in this study were F1-score and AUC(Area Under the Curve). The performance of each model was compared, and the comparison results showed that a model that applied a preprocessed dataset with 500m×500m grid size, 10 years in use, 100mm pipeline diameter, and 1-2 ground sinks in Level 1 risk range to the LGBM(Light Gradient Boosting Model) classifier derived the best evaluation indexes(F1-Score:0.750, AUC:0.840). The map was found to be effective for predicting the risk level of ground subsidence in urban areas.</description><identifier>ISSN: 2169-3536</identifier><identifier>EISSN: 2169-3536</identifier><identifier>DOI: 10.1109/ACCESS.2023.3293089</identifier><identifier>CODEN: IAECCG</identifier><language>eng</language><publisher>Piscataway: IEEE</publisher><subject>Correlation analysis ; Datasets ; Ground subsidence ; Machine learning ; Mathematical models ; Performance evaluation ; Performance indices ; Pipelines ; Prediction model ; Prediction models ; Predictive models ; Risk levels ; Risk map ; Roads ; Soil ; Subsidence ; Underground pipeline ; Urban areas</subject><ispartof>IEEE access, 2023-01, Vol.11, p.1-1</ispartof><rights>Copyright The Institute of Electrical and Electronics Engineers, Inc. (IEEE) 2023</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><cites>FETCH-LOGICAL-c359t-1380d62ac3ef92647b319fe3e694cbfb1e89e2cd5500f831bc3b69459b18e6483</cites><orcidid>0000-0002-5652-2655</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://ieeexplore.ieee.org/document/10176135$$EHTML$$P50$$Gieee$$Hfree_for_read</linktohtml><link.rule.ids>314,776,780,860,2096,27610,27901,27902,54908</link.rule.ids></links><search><creatorcontrib>Lee, Sungyeol</creatorcontrib><creatorcontrib>Kang, Jaemo</creatorcontrib><creatorcontrib>Kim, Jinyoung</creatorcontrib><title>Machine Learning-based Predictive Model of Ground Subsidence Risk using Characteristics of Underground Pipelines in Urban Areas</title><title>IEEE access</title><addtitle>Access</addtitle><description>In this study, a machine learning-based prediction model was developed using the attribute information of underground pipelines and the history information of ground subsidence in order to predict the risk level of ground subsidence in urban areas. The target area was divided into a grid with sizes of 100m×100m, 300m×300m, and 500m×500m, and the attribute information of underground pipelines in the grid and ground subsidence data were utilized to build a dataset. For input data, the pipeline's diameter, the number of years used, and density were selected based on the pipeline's length as the basic unit. And the risk level of ground subsidence using history information was set as the output data. A total of 36 datasets were built according to the conditions, and factors with significant correlation were selected through a correlation analysis of the datasets. The developed datasets were divided into training data and evaluation data. The synthetic minority oversampling technique was used to resolve the data imbalance. The model performance evaluation indexes used in this study were F1-score and AUC(Area Under the Curve). The performance of each model was compared, and the comparison results showed that a model that applied a preprocessed dataset with 500m×500m grid size, 10 years in use, 100mm pipeline diameter, and 1-2 ground sinks in Level 1 risk range to the LGBM(Light Gradient Boosting Model) classifier derived the best evaluation indexes(F1-Score:0.750, AUC:0.840). The map was found to be effective for predicting the risk level of ground subsidence in urban areas.</description><subject>Correlation analysis</subject><subject>Datasets</subject><subject>Ground subsidence</subject><subject>Machine learning</subject><subject>Mathematical models</subject><subject>Performance evaluation</subject><subject>Performance indices</subject><subject>Pipelines</subject><subject>Prediction model</subject><subject>Prediction models</subject><subject>Predictive models</subject><subject>Risk levels</subject><subject>Risk map</subject><subject>Roads</subject><subject>Soil</subject><subject>Subsidence</subject><subject>Underground pipeline</subject><subject>Urban areas</subject><issn>2169-3536</issn><issn>2169-3536</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><sourceid>ESBDL</sourceid><sourceid>RIE</sourceid><sourceid>DOA</sourceid><recordid>eNpNkU9rGzEQxZfSQk2ST9AeBD2vI61WWuloljQNODTU9Vnoz6wt15VcaTfQU7565GwI0WXEzHtvBn5V9YXgJSFYXq_6_mazWTa4oUvaSIqF_FAtGsJlTRnlH9_9P1dXOR9weaK0WLeonu613fsAaA06BR92tdEZHHpI4Lwd_SOg--jgiOKAblOcgkObyWTvIFhAv3z-g6ZcbKjf66TtCMnn0dt81m-Dg7SbTQ_-BMeyJyMf0DYZHdAqgc6X1adBHzNcvdaLavv95nf_o17_vL3rV-vaUibHmlCBHW-0pTDIhredoUQOQIHL1prBEBASGusYw3gQlBhLTRkxaYgA3gp6Ud3NuS7qgzol_1en_ypqr14aMe2UTuXwIygLHe-44cJQ3jJgkjlpSTs4K8Fo2ZWsb3PWKcV_E-RRHeKUQjlfNYJ2pMW040VFZ5VNMecEw9tWgtUZnJrBqTM49QquuL7OLg8A7xyk46QQfAbbBJVr</recordid><startdate>20230101</startdate><enddate>20230101</enddate><creator>Lee, Sungyeol</creator><creator>Kang, Jaemo</creator><creator>Kim, Jinyoung</creator><general>IEEE</general><general>The Institute of Electrical and Electronics Engineers, Inc. (IEEE)</general><scope>97E</scope><scope>ESBDL</scope><scope>RIA</scope><scope>RIE</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7SC</scope><scope>7SP</scope><scope>7SR</scope><scope>8BQ</scope><scope>8FD</scope><scope>JG9</scope><scope>JQ2</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope><scope>DOA</scope><orcidid>https://orcid.org/0000-0002-5652-2655</orcidid></search><sort><creationdate>20230101</creationdate><title>Machine Learning-based Predictive Model of Ground Subsidence Risk using Characteristics of Underground Pipelines in Urban Areas</title><author>Lee, Sungyeol ; Kang, Jaemo ; Kim, Jinyoung</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c359t-1380d62ac3ef92647b319fe3e694cbfb1e89e2cd5500f831bc3b69459b18e6483</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Correlation analysis</topic><topic>Datasets</topic><topic>Ground subsidence</topic><topic>Machine learning</topic><topic>Mathematical models</topic><topic>Performance evaluation</topic><topic>Performance indices</topic><topic>Pipelines</topic><topic>Prediction model</topic><topic>Prediction models</topic><topic>Predictive models</topic><topic>Risk levels</topic><topic>Risk map</topic><topic>Roads</topic><topic>Soil</topic><topic>Subsidence</topic><topic>Underground pipeline</topic><topic>Urban areas</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Lee, Sungyeol</creatorcontrib><creatorcontrib>Kang, Jaemo</creatorcontrib><creatorcontrib>Kim, Jinyoung</creatorcontrib><collection>IEEE All-Society Periodicals Package (ASPP) 2005-present</collection><collection>IEEE Open Access Journals</collection><collection>IEEE All-Society Periodicals Package (ASPP) 1998-Present</collection><collection>IEEE Electronic Library (IEL)</collection><collection>CrossRef</collection><collection>Computer and Information Systems Abstracts</collection><collection>Electronics & Communications Abstracts</collection><collection>Engineered Materials Abstracts</collection><collection>METADEX</collection><collection>Technology Research Database</collection><collection>Materials Research Database</collection><collection>ProQuest Computer Science Collection</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><collection>DOAJ Directory of Open Access Journals</collection><jtitle>IEEE access</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Lee, Sungyeol</au><au>Kang, Jaemo</au><au>Kim, Jinyoung</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Machine Learning-based Predictive Model of Ground Subsidence Risk using Characteristics of Underground Pipelines in Urban Areas</atitle><jtitle>IEEE access</jtitle><stitle>Access</stitle><date>2023-01-01</date><risdate>2023</risdate><volume>11</volume><spage>1</spage><epage>1</epage><pages>1-1</pages><issn>2169-3536</issn><eissn>2169-3536</eissn><coden>IAECCG</coden><abstract>In this study, a machine learning-based prediction model was developed using the attribute information of underground pipelines and the history information of ground subsidence in order to predict the risk level of ground subsidence in urban areas. The target area was divided into a grid with sizes of 100m×100m, 300m×300m, and 500m×500m, and the attribute information of underground pipelines in the grid and ground subsidence data were utilized to build a dataset. For input data, the pipeline's diameter, the number of years used, and density were selected based on the pipeline's length as the basic unit. And the risk level of ground subsidence using history information was set as the output data. A total of 36 datasets were built according to the conditions, and factors with significant correlation were selected through a correlation analysis of the datasets. The developed datasets were divided into training data and evaluation data. The synthetic minority oversampling technique was used to resolve the data imbalance. The model performance evaluation indexes used in this study were F1-score and AUC(Area Under the Curve). The performance of each model was compared, and the comparison results showed that a model that applied a preprocessed dataset with 500m×500m grid size, 10 years in use, 100mm pipeline diameter, and 1-2 ground sinks in Level 1 risk range to the LGBM(Light Gradient Boosting Model) classifier derived the best evaluation indexes(F1-Score:0.750, AUC:0.840). The map was found to be effective for predicting the risk level of ground subsidence in urban areas.</abstract><cop>Piscataway</cop><pub>IEEE</pub><doi>10.1109/ACCESS.2023.3293089</doi><tpages>1</tpages><orcidid>https://orcid.org/0000-0002-5652-2655</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Correlation analysis Datasets Ground subsidence Machine learning Mathematical models Performance evaluation Performance indices Pipelines Prediction model Prediction models Predictive models Risk levels Risk map Roads Soil Subsidence Underground pipeline Urban areas |
title | Machine Learning-based Predictive Model of Ground Subsidence Risk using Characteristics of Underground Pipelines in Urban Areas |
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