{"id":295,"date":"2016-06-10T11:42:43","date_gmt":"2016-06-10T09:42:43","guid":{"rendered":"http:\/\/atmss.epfl.ch\/?page_id=295"},"modified":"2016-06-10T11:42:43","modified_gmt":"2016-06-10T09:42:43","slug":"charles-d-shackelford","status":"publish","type":"page","link":"https:\/\/atmss.epfl.ch\/index.php\/lectures\/charles-d-shackelford\/","title":{"rendered":"Charles D. Shackelford"},"content":{"rendered":"<p style=\"text-align: left;\"><img decoding=\"async\" loading=\"lazy\" class=\"alignleft  wp-image-294\" src=\"http:\/\/atmss.epfl.ch\/wp-content\/uploads\/2016\/03\/Shackelford-681x1024.jpg\" alt=\"\" width=\"249\" height=\"356\" \/>Charles D. Shackelford, Ph.D., is Professor and Head of the Department of Civil and Environmental Engineering at Colorado State University, USA. Dr. Shackelford&#8217;s research is focused primarily on evaluating flow and transport of hazardous liquids and contaminants through engineered soil and geosynthetic barriers commonly used in geoenvironmental containment applications, as well as through soil-bentonite vertical cutoff walls used for in situ control and containment of polluted groundwater. In 2013, his career contributions to the area of Environmental Geotechnics were recognized with the receipt of the inaugural <em>Kerry Rowe Lecture<\/em> from the International Society of Soil Mechanics and Geotechnical Engineering.<\/p>\n<p style=\"text-align: left;\">\n<p>Dr. CHARLES D. SHACKELFORD<\/p>\n<p>Department of Civil and Environmental Engineering, Colorado State University<\/p>\n<p>Fort Collins, CO\u00a0 80523-1372, USA<\/p>\n<p>E-mail: shackel@engr.colostate.edu<\/p>\n<p>Tel:\u00a0\u00a0\u00a0 970-491-5051<\/p>\n<p>Fax:\u00a0\u00a0 970-491-7727<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Charles D. Shackelford, Ph.D., is Professor and Head of the Department of Civil and Environmental Engineering at Colorado State University, USA. Dr. Shackelford&#8217;s research is focused primarily on evaluating flow and transport of hazardous liquids and contaminants through engineered soil and geosynthetic barriers commonly used in geoenvironmental containment applications, as well as through soil-bentonite vertical [&hellip;]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":129,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"_links":{"self":[{"href":"https:\/\/atmss.epfl.ch\/index.php\/wp-json\/wp\/v2\/pages\/295"}],"collection":[{"href":"https:\/\/atmss.epfl.ch\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/atmss.epfl.ch\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/atmss.epfl.ch\/index.php\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/atmss.epfl.ch\/index.php\/wp-json\/wp\/v2\/comments?post=295"}],"version-history":[{"count":2,"href":"https:\/\/atmss.epfl.ch\/index.php\/wp-json\/wp\/v2\/pages\/295\/revisions"}],"predecessor-version":[{"id":297,"href":"https:\/\/atmss.epfl.ch\/index.php\/wp-json\/wp\/v2\/pages\/295\/revisions\/297"}],"up":[{"embeddable":true,"href":"https:\/\/atmss.epfl.ch\/index.php\/wp-json\/wp\/v2\/pages\/129"}],"wp:attachment":[{"href":"https:\/\/atmss.epfl.ch\/index.php\/wp-json\/wp\/v2\/media?parent=295"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}