{"id":28,"date":"2016-03-22T17:47:33","date_gmt":"2016-03-22T17:47:33","guid":{"rendered":"http:\/\/kims.engr.uga.edu\/?page_id=28"},"modified":"2024-08-20T19:44:42","modified_gmt":"2024-08-20T19:44:42","slug":"research","status":"publish","type":"page","link":"https:\/\/kims.engr.uga.edu\/index.php\/research\/","title":{"rendered":"Research"},"content":{"rendered":"\r\n<figure class=\"wp-block-gallery has-nested-images columns-default is-cropped wp-block-gallery-1 is-layout-flex wp-block-gallery-is-layout-flex\">\r\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"683\" data-id=\"284\" class=\"wp-image-284\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/03\/IMG_0623-1024x683.jpg\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/03\/IMG_0623-1024x683.jpg 1024w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/03\/IMG_0623-300x200.jpg 300w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/03\/IMG_0623-768x512.jpg 768w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\r\n\r\n\r\n\r\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"684\" data-id=\"290\" class=\"wp-image-290\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/09\/CWP_6151-1024x684.jpg\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/09\/CWP_6151-1024x684.jpg 1024w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/09\/CWP_6151-300x200.jpg 300w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/09\/CWP_6151-768x513.jpg 768w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\r\n\r\n\r\n\r\n<figure class=\"wp-block-image size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"980\" data-id=\"97\" class=\"wp-image-97\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/04\/cropped-SR54-C-6-1024x980.jpg\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/04\/cropped-SR54-C-6-1024x980.jpg 1024w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/04\/cropped-SR54-C-6-300x287.jpg 300w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/04\/cropped-SR54-C-6-768x735.jpg 768w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2016\/04\/cropped-SR54-C-6.jpg 1260w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\r\n<\/figure>\r\n\r\n\r\n\r\n<h2 class=\"wp-block-heading\">\u00a0<\/h2>\r\n\r\n\r\n\r\n<div class=\"wp-block-group alignwide\"><div class=\"wp-block-group__inner-container is-layout-constrained wp-block-group-is-layout-constrained\">\r\n<div class=\"wp-block-group alignwide\"><div class=\"wp-block-group__inner-container is-layout-constrained wp-block-group-is-layout-constrained\">\r\n<div class=\"wp-block-group alignfull\"><div class=\"wp-block-group__inner-container is-layout-constrained wp-block-group-is-layout-constrained\">\r\n<p><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\"><strong><em>In our pursuit of excellence, we continually set benchmarks, ensuring that our research remains at the forefront of both academic and practical applications in road infrastructure.<\/em><\/strong><\/mark><\/p>\r\n\r\n\r\n<hr class=\"wp-block-separator has-alpha-channel-opacity\" \/><\/div><\/div>\r\n<\/div><\/div>\r\n<\/div><\/div>\r\n\r\n\r\n\r\n<h2 class=\"wp-block-heading\">\u00a0<\/h2>\r\n\r\n\r\n\r\n<div class=\"wp-block-group alignwide\"><div class=\"wp-block-group__inner-container is-layout-constrained wp-block-group-is-layout-constrained\">\r\n<h1 class=\"wp-block-heading\"><strong><mark class=\"has-inline-color has-vivid-red-color\" style=\"background-color: rgba(0, 0, 0, 0);\">Use of Non-Destructive Technologies for Civil Infrastructure Health Monitoring<\/mark><\/strong><\/h1>\r\n\r\n\r\n\r\n<h4 class=\"wp-block-heading\"><em><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\"><strong>Keywords: Ground Penetrating Radar (GPR), Machine Learning Algorithm, Pavement Structural Deterioration<\/strong><\/mark><\/em><\/h4>\r\n\r\n\r\n\r\n<p>Our group has established a Ground Penetrating Radar (GPR) System to look beneath the surface of roadways in a non-invasive manner at a highway speed (65 mph) and assess their condition beyond what the naked eye can see. With a developed machine learning algorithm, Kim lab group uses the scanned GPR data: 1) to detect sinkhole potential and 2) to predict the potential pavement structural deterioration due to the weak pavement foundation.<\/p>\r\n\r\n\r\n\r\n<div class=\"wp-block-group alignwide\"><div class=\"wp-block-group__inner-container is-layout-constrained wp-block-group-is-layout-constrained\">\r\n<h3 class=\"wp-block-heading alignwide has-text-align-center\"><strong><em>&#8220;Revolutionizing Subgrade Assessment with GPR&#8221;<\/em><\/strong><\/h3>\r\n\r\n\r\n\r\n<div class=\"wp-block-media-text alignwide is-stacked-on-mobile\" style=\"grid-template-columns: 38% auto;\">\r\n<figure class=\"wp-block-media-text__media\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"737\" class=\"wp-image-691 size-full\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2020\/08\/GPR_VAN3-e1695746526265-1024x737.jpg\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2020\/08\/GPR_VAN3-e1695746526265-1024x737.jpg 1024w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2020\/08\/GPR_VAN3-e1695746526265-300x216.jpg 300w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2020\/08\/GPR_VAN3-e1695746526265-768x553.jpg 768w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2020\/08\/GPR_VAN3-e1695746526265.jpg 1194w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\r\n<div class=\"wp-block-media-text__content\">\r\n<p><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">In our first stage, we focused on developing a state-of-the-art subgrade density prediction model utilizing cutting-edge Ground Penetrating Radar (GPR) technology. Through meticulous laboratory tests and field validation tests. particularly with high plastic silt soil, we successfully fine-tuned this model. Our research unveiled a powerful correlation between GPR scan results and subgrade soil properties, demonstrating the potential for non-destructive and highly accurate evaluations in civil engineering projects. The subsequent field tests further validated our model&#8217;s precision and reliability, establishing it as a game-changer for efficient subgrade assessment.<\/mark><\/p>\r\n<\/div>\r\n<\/div>\r\n\r\n\r\n\r\n<h3 class=\"wp-block-heading alignwide has-text-align-center\"><strong><em>&#8220;Deep Learning Redefining Pavement Integrity&#8221;<\/em><\/strong><\/h3>\r\n\r\n\r\n\r\n<div class=\"wp-block-media-text alignwide has-media-on-the-right is-stacked-on-mobile\">\r\n<div class=\"wp-block-media-text__content\">\r\n<p><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">In the second phase of our groundbreaking research journey, we embarked on extensive Ground Penetrating Radar (GPR) scans of road surfaces. Our mission? To harness the incredible capabilities of deep learning to revolutionize subsurface crack detection with unparalleled efficiency. Leveraging cutting-edge synthetic data augmentation techniques, our study achieved an astonishing test Average Precision (AP) score of 0.769 for crack detection. This remarkable feat underscores the transformative potential of this technology. While our primary focus centered on subsurface crack identification, our research unveiled an exciting opportunity: the seamless integration of this advanced deep learning model with subgrade density estimation from our pioneering first stage. This innovative approach promises to redefine pavement condition assessments, empowering decision-makers with invaluable insights to optimize infrastructure maintenance and rehabilitation strategies. Ultimately, our research sets the stage for elevated infrastructure durability and safety.<\/mark><\/p>\r\n<\/div>\r\n<figure class=\"wp-block-media-text__media\"><img loading=\"lazy\" decoding=\"async\" width=\"799\" height=\"515\" class=\"wp-image-1394 size-full\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture5.jpg\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture5.jpg 799w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture5-300x193.jpg 300w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture5-768x495.jpg 768w\" sizes=\"auto, (max-width: 799px) 100vw, 799px\" \/><\/figure>\r\n<\/div>\r\n\r\n\r\n\r\n<h3 class=\"wp-block-heading alignwide has-text-align-center\"><em>&#8220;<strong>Validation: The Future of Infrastructure<\/strong>&#8220;<\/em><\/h3>\r\n\r\n\r\n\r\n<div class=\"wp-block-media-text alignwide is-stacked-on-mobile\">\r\n<figure class=\"wp-block-media-text__media\"><img loading=\"lazy\" decoding=\"async\" width=\"475\" height=\"565\" class=\"wp-image-1393 size-full\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture4.jpg\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture4.jpg 475w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture4-252x300.jpg 252w\" sizes=\"auto, (max-width: 475px) 100vw, 475px\" \/><\/figure>\r\n<div class=\"wp-block-media-text__content\">\r\n<p><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">In the final chapter of our research program, we embarked on a mission to validate our cutting-edge deep learning model developed in Stage 2. This model, designed for subsurface crack detection using Ground Penetrating Radar (GPR) scans of road surfaces, has already demonstrated exceptional accuracy with an impressive test Average Precision (AP) score of 0.769. Our validation results solidify its potential to revolutionize pavement condition assessments by providing timely and precise information about subsurface cracks. Moreover, our research underscores the thrilling prospect of integrating this deep learning model with subgrade density estimation from Stage 1, creating an innovative approach that promises to optimize infrastructure maintenance and rehabilitation strategies. This multifaceted research effort sets the stage for the future of infrastructure excellence, enhancing durability, and safety in the dynamic realm of civil engineering.<\/mark><\/p>\r\n<\/div>\r\n<\/div>\r\n<\/div><\/div>\r\n<\/div><\/div>\r\n\r\n\r\n<hr class=\"wp-block-separator has-alpha-channel-opacity\" \/>\r\n\r\n\r\n<h2 class=\"wp-block-heading\">\u00a0<\/h2>\r\n\r\n\r\n\r\n<h1 class=\"wp-block-heading\"><strong><mark class=\"has-inline-color has-vivid-red-color\" style=\"background-color: rgba(0, 0, 0, 0);\">Remote Sensing Applications for Road Condition Monitoring by Means of Multispectral Satellite Imagery<\/mark><\/strong><\/h1>\r\n\r\n\r\n\r\n<h4 class=\"wp-block-heading\"><em><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">Keywords: Pavement Monitoring, Remote Sensing, Multispectral Imagery, Machine Learning<\/mark>, Predictive Maintenance<\/em><\/h4>\r\n\r\n\r\n\r\n<p>Our lab leads cutting-edge advancements in pavement monitoring, vital for the socio-economic fabric of nations. Traditional methods, like PCI and IRI, have resource-intensive constraints. We&#8217;re leveraging remote sensing technology. Remote sensing captures data through electromagnetic radiation across the spectrum. In pavement engineering, we employ multispectral imagery, offering wide bandwidth and long-range capabilities. However, precision remains a challenge due to mixed pixel issues. To address this, we integrate machine learning with remote sensing. Using satellite data, our algorithms automate pavement condition analysis, streamlining predictive maintenance. In preliminary research, we analyzed concrete and asphalt pavements with multispectral and hyperspectral imaging. Concrete pavements showed consistently higher reflectance. Satellite imagery detects maintenance interventions, and hyperspectral scans reveal aging asphalt&#8217;s spectral changes due to traffic. Join us in advancing pavement monitoring for safer, cost-effective roadways.<\/p>\r\n\r\n\r\n\r\n<h3 class=\"wp-block-heading alignwide has-text-align-center\"><strong><em>Remote Sensing Applications for Road Condition Monitoring by Means of Multispectral Satellite Imagery<\/em><\/strong><\/h3>\r\n\r\n\r\n\r\n<div class=\"wp-block-media-text alignwide has-media-on-the-right is-stacked-on-mobile\">\r\n<div class=\"wp-block-media-text__content\">\r\n<p>&nbsp;<\/p>\r\n\r\n\r\n\r\n<p><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">Road networks play a crucial role in socio-economical status of nations. Road conditions such as pavement aging and pavement damages affect rideability, safety and user costs. Maintaining high quality for road pavements is a crucial task for highway agencies. To that end, conditions of roads should be regularly assessed to grasp useful information about roads through time. Conventionally, road condition assessment has been done by visiting and inspecting roads. Inspectors use different indexes such as pavement condition index (PCI), International roughness index (IRI), and structural index to determine condition of roads. However, due to hazards related to these labor and time intensive in-situ visits, this method has made many problems. To overcome this issue, remote sensing that had been utilized in various fields, showed potentials to be used in pavement engineering by the mean of monitoring techniques.\u00a0<\/mark><\/p>\r\n<\/div>\r\n<figure class=\"wp-block-media-text__media\"><img loading=\"lazy\" decoding=\"async\" width=\"835\" height=\"645\" class=\"wp-image-1401 size-full\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture6.png\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture6.png 835w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture6-300x232.png 300w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture6-768x593.png 768w\" sizes=\"auto, (max-width: 835px) 100vw, 835px\" \/><\/figure>\r\n<\/div>\r\n\r\n\r\n\r\n<h2 class=\"wp-block-heading alignwide\">\u00a0<\/h2>\r\n\r\n\r\n\r\n<div class=\"wp-block-group alignwide\"><div class=\"wp-block-group__inner-container is-layout-constrained wp-block-group-is-layout-constrained\">\r\n<p><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">To monitor road quality, either as a supplement or as an alternative to the ground-based methods, the application of remote sensing has been investigated by several researchers in last two decades. Remote sensing methods use electromagnetics radiations in different regions of electromagnetic spectrum to obtain information about the target object. In pavement engineering, one of the most common means of remote sensing is multispectral imagery. Multispectral images comprise a limited set of electromagnetic channels or bands, possessing wide bandwidth that facilitates the capture of signals from very far distances. This characteristic permits the deployment of multiple multispectral sensors into the orbit for the acquisition of multispectral images. When compared to other land categories, monitoring of roads via multispectral satellite images demands a significantly high spatial resolution. With recent enhanced spatial resolution of the multispectral sensors, these platforms have attracted significant attention among pavement researchers interested in multispectral imagery. However, despite the use of very high-resolution images, models were unable to achieve very high accuracy and the mixed pixel issue remains a as the main challenge in using multispectral satellite imagery in road pavement monitoring. The integration of machine learning techniques with remote sensing has emerged as a promising approach for monitoring pavement conditions<\/mark><\/p>\r\n<\/div><\/div>\r\n\r\n\r\n\r\n<div class=\"wp-block-media-text alignwide is-stacked-on-mobile\">\r\n<figure class=\"wp-block-media-text__media\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"409\" class=\"wp-image-1402 size-full\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture8-1024x409.png\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture8-1024x409.png 1024w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture8-300x120.png 300w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture8-768x307.png 768w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture8.png 1329w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\r\n<div class=\"wp-block-media-text__content\">\r\n<p><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">By leveraging machine learning algorithms to analyze this data, it becomes possible to automate the detection, classification, and tracking of pavement conditions over time, as well as predict future deterioration. In the first phase of the project, the preliminary study was done on both concrete and asphalt pavement sections using both multispectral and hyperspectral images to track changes of spectral profiles of concrete and asphalt pavements over time. It was seen that overall, concrete pavements have higher reflectance values in all the spectrum than asphalt pavements. Figure 2 shows the reflectance values (Red band) of the studied asphalt pavement section obtained from a satellite platform from 2010-2022. As seen in this figure, maintenance work can be detected from satellite imagery over time. Also, the result of hyperspectral scanning showed that there will be changes in the spectral properties of asphalt pavements because of aging and degradation by traffic passes.<\/mark><\/p>\r\n<\/div>\r\n<\/div>\r\n\r\n\r\n\r\n<div class=\"wp-block-group alignwide\"><div class=\"wp-block-group__inner-container is-layout-constrained wp-block-group-is-layout-constrained\">\r\n<p><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">In the second phase, our group has developed a model to utilize multispectral satellite images and ML algorithms to detect the type of pavements, and the conditions of asphalt pavements in a very large highway facility. Using historical satellite data, the dataset was generated with over 5.8 million datapoints and the result of classification showed an accuracy 74% in detecting road type and conditions.\u00a0<\/mark><\/p>\r\n<\/div><\/div>\r\n\r\n\r\n<div class=\"wp-block-image\">\r\n<figure class=\"aligncenter size-large\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"552\" class=\"wp-image-1385\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture3-1024x552.jpg\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture3-1024x552.jpg 1024w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture3-300x162.jpg 300w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture3-768x414.jpg 768w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2023\/09\/Picture3.jpg 1320w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/><\/figure>\r\n<\/div>\r\n\r\n\r\n<div class=\"wp-block-group\"><div class=\"wp-block-group__inner-container is-layout-constrained wp-block-group-is-layout-constrained\">\r\n<div class=\"wp-block-group alignwide\">\r\n<figure class=\"wp-block-image aligncenter size-full is-resized\"><\/figure>\r\n<\/div><\/div>\r\n<\/div>\r\n<!-- \/wp:post-content -->\r\n\r\n<!-- wp:group {\"layout\":{\"type\":\"constrained\"}} -->\r\n<div class=\"wp-block-group\"><!-- wp:separator --><hr class=\"wp-block-separator has-alpha-channel-opacity\" \/><!-- \/wp:separator -->\r\n\r\n<!-- wp:heading -->\r\n<h2 class=\"wp-block-heading\">\u00a0<\/h2>\r\n<!-- \/wp:heading -->\r\n\r\n<!-- wp:heading -->\r\n<h2 class=\"wp-block-heading\"><strong><mark class=\"has-inline-color has-vivid-red-color\" style=\"background-color: rgba(0, 0, 0, 0);\">Researches on Mechanistic-Empirical Pavement Design Guide<\/mark><\/strong><\/h2>\r\n<!-- \/wp:heading -->\r\n\r\n<!-- wp:heading {\"level\":4} -->\r\n<h4 class=\"wp-block-heading\"><em><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">Keywords: Sustainable Pavement Materials, Mechanistic-Empirical Pavement Design (MEPDG) Manual, Forensic Analysis of Damaged Pavement, State Highway Agencies<\/mark><\/em><\/h4>\r\n<!-- \/wp:heading -->\r\n\r\n<!-- wp:details --><details class=\"wp-block-details\">\r\n<summary>Details<\/summary>\r\n<!-- wp:paragraph {\"placeholder\":\"Type \/ to add a hidden block\"} -->\r\n<p>Kim lab group has pursued researches to directly advance the art of sustainable pavement materials, design and maintenance. The area of Kim lab research is, but not limited to, in research and testing of pavement materials such as asphalt concrete, Portland cement concrete, aggregates, and soils to create truly sustainable pavements to build roadways at optimal costs. Dr. Kim has been a PI or Co-PI on numerous awarded external grants in this area.\u00a0 Based on the pavement researches funded by GDOT, Kim lab group has compiled all the pavement research outcomes into the GDOT Mechanistic-Empirical Pavement Design (MEPDG) Manual. In this design manual, Kim lab group provided guidance and recommendations to the Georgia engineers for utilizing the new MEPDG to more accurately design pavement structure and evaluate pavement performance. Kim lab group also developed a set of guidelines for the forensic analysis of damaged pavement that outline best methods for pavement repair and replacement for roadways.\u00a0 This step-by-step analysis enables the state highway agencies to identify problems early, fix the pavement distresses, and avoid costly delays.<\/p>\r\n<!-- \/wp:paragraph --><\/details><!-- \/wp:details --><\/div>\r\n<!-- \/wp:group -->\r\n\r\n<!-- wp:group {\"layout\":{\"type\":\"constrained\"}} -->\r\n<div class=\"wp-block-group\"><!-- wp:image {\"align\":\"center\",\"id\":754,\"width\":\"480px\",\"height\":\"261px\",\"sizeSlug\":\"large\",\"className\":\"is-style-default\"} -->\r\n<figure class=\"wp-block-image aligncenter size-large is-resized is-style-default\"><img loading=\"lazy\" decoding=\"async\" width=\"640\" height=\"348\" class=\"wp-image-754\" style=\"width: 480px; height: 261px;\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2021\/01\/GDOT_MEPDG-Training.jpg\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2021\/01\/GDOT_MEPDG-Training.jpg 640w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2021\/01\/GDOT_MEPDG-Training-300x163.jpg 300w\" sizes=\"auto, (max-width: 640px) 100vw, 640px\" \/>\r\n<figcaption class=\"wp-element-caption\">MEPDG Training for FHWA\/GDOT Engineers<\/figcaption>\r\n<\/figure>\r\n<!-- \/wp:image -->\r\n\r\n<!-- wp:heading -->\r\n<h2 class=\"wp-block-heading\"><mark class=\"has-inline-color has-vivid-red-color\" style=\"background-color: rgba(0, 0, 0, 0);\">Climate Resilient Natural Infrastructure<\/mark> &#8211; <a style=\"font-weight: bold;\" href=\"https:\/\/portal.nifa.usda.gov\/web\/crisprojectpages\/1025700-sits-awesomsense-multi-modal-sensing-and-analytics-framework-for-modeling-belowground-som-in-salt-marsh-wetlands.html\">Funded by NSF\/USDA NIFA<\/a><\/h2>\r\n<!-- \/wp:heading -->\r\n\r\n<!-- wp:heading {\"level\":4} -->\r\n<h4 class=\"wp-block-heading\"><em><mark class=\"has-inline-color has-black-color\" style=\"background-color: rgba(0, 0, 0, 0);\">Keywords: Sea Level Rise, Soil Organic Carbon, Salt Marsh Resilience<\/mark><\/em><\/h4>\r\n<!-- \/wp:heading -->\r\n\r\n<!-- wp:details --><details class=\"wp-block-details\">\r\n<summary>Details<\/summary>\r\n<!-- wp:paragraph {\"placeholder\":\"Type \/ to add a hidden block\"} -->\r\n<p>As sea level slowly rises, many marshes can enhance C sequestration through sediment trapping and soil organic carbon (SOC) accumulation. SOC, often measured generally by proxy of soil organic matter (SOM), is a key parameter reflecting marsh accretion. With increasing rates of sea-level rise, some marshes have been unable to respond adequately, and the marsh platform becomes unstable; this phenomenon is projected to lead to reduced primary productivity, increased erosion, and eventually, mineralization of the stored SOM. Surface and belowground SOM is a critical soil property to salt marsh resilience. Surface and belowground SOM data in salt marshes obtained through remotely and continuous data collection in conjunction with field observations and predictions from machine learning (ML) algorithms will provide insight into the challenges faced by salt marsh research groups.<\/p>\r\n<!-- \/wp:paragraph --><\/details><!-- \/wp:details --><\/div>\r\n<!-- \/wp:group -->\r\n\r\n<!-- wp:image {\"align\":\"center\",\"id\":758,\"width\":\"768px\",\"height\":\"236px\",\"sizeSlug\":\"large\"} -->\r\n<figure class=\"wp-block-image aligncenter size-large is-resized\"><img loading=\"lazy\" decoding=\"async\" width=\"1024\" height=\"314\" class=\"wp-image-758\" style=\"width: 768px; height: 236px;\" src=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2021\/01\/saltmarsh_NSF2.png-1024x314.jpg\" alt=\"\" srcset=\"https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2021\/01\/saltmarsh_NSF2.png-1024x314.jpg 1024w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2021\/01\/saltmarsh_NSF2.png-300x92.jpg 300w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2021\/01\/saltmarsh_NSF2.png-768x235.jpg 768w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2021\/01\/saltmarsh_NSF2.png-1536x471.jpg 1536w, https:\/\/kims.engr.uga.edu\/wp-content\/uploads\/2021\/01\/saltmarsh_NSF2.png.jpg 1850w\" sizes=\"auto, (max-width: 1024px) 100vw, 1024px\" \/>\r\n<figcaption class=\"wp-element-caption\">Salt Marsh Machine Learning Algorithms<\/figcaption>\r\n<\/figure>\r\n<!-- \/wp:image -->","protected":false},"excerpt":{"rendered":"<p>\u00a0 In our pursuit of excellence, we continually set benchmarks, ensuring that our research remains at the forefront of both academic and practical applications in road infrastructure. \u00a0 Use of Non-Destructive Technologies for Civil Infrastructure Health Monitoring Keywords: Ground Penetrating Radar (GPR), Machine Learning Algorithm, Pavement Structural Deterioration Our group has established a Ground Penetrating [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"class_list":["post-28","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/kims.engr.uga.edu\/index.php\/wp-json\/wp\/v2\/pages\/28","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/kims.engr.uga.edu\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/kims.engr.uga.edu\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/kims.engr.uga.edu\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/kims.engr.uga.edu\/index.php\/wp-json\/wp\/v2\/comments?post=28"}],"version-history":[{"count":146,"href":"https:\/\/kims.engr.uga.edu\/index.php\/wp-json\/wp\/v2\/pages\/28\/revisions"}],"predecessor-version":[{"id":2153,"href":"https:\/\/kims.engr.uga.edu\/index.php\/wp-json\/wp\/v2\/pages\/28\/revisions\/2153"}],"wp:attachment":[{"href":"https:\/\/kims.engr.uga.edu\/index.php\/wp-json\/wp\/v2\/media?parent=28"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}