{"id":151,"date":"2015-02-03T16:55:40","date_gmt":"2015-02-04T00:55:40","guid":{"rendered":"http:\/\/research.engineering.ucdavis.edu\/gpa\/?page_id=151"},"modified":"2015-02-17T15:16:36","modified_gmt":"2015-02-17T23:16:36","slug":"deep-soil-mixing-for-contaminant-fixation","status":"publish","type":"page","link":"https:\/\/research.engineering.ucdavis.edu\/gpa\/ground-improvement\/deep-soil-mixing-for-contaminant-fixation\/","title":{"rendered":"Deep Soil Mixing for Contaminant Fixation"},"content":{"rendered":"<hr \/>\n<p>These photos are from a deep soil mixing (DSM) project for in-situ fixation of contaminants at a site near San Francisco Bay, California, in 1993. The purpose of &#8220;in-situ fixation&#8221; is to bind the subsurface contaminants within a soil cement matrix. The fixation must be sufficiently strong to prevent the contaminants from being leached out of the cement matrix under future possible combinations of groundwater chemistry and hydraulic gradients.<\/p>\n<div id=\"attachment_691\" style=\"width: 199px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P1-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-691\" class=\"wp-image-691 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P1-Labeled-300x198.jpg\" alt=\"\" width=\"189\" height=\"125\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P1-Labeled-300x198.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P1-Labeled-227x150.jpg 227w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P1-Labeled-150x99.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P1-Labeled.jpg 731w\" sizes=\"auto, (max-width: 189px) 100vw, 189px\" \/><\/a><p id=\"caption-attachment-691\" class=\"wp-caption-text\">The craters were surveyed to determine the effects of the treatment.<\/p><\/div>\n<div id=\"attachment_690\" style=\"width: 182px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P2-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-690\" class=\"wp-image-690 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P2-Labeled-300x199.jpg\" alt=\"\" width=\"172\" height=\"114\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P2-Labeled-300x199.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P2-Labeled-226x150.jpg 226w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P2-Labeled-150x99.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P2-Labeled.jpg 717w\" sizes=\"auto, (max-width: 172px) 100vw, 172px\" \/><\/a><p id=\"caption-attachment-690\" class=\"wp-caption-text\">An engineer directs the positioning of the augers according to the guide strings that were established by the surveyors. Notice that there are 3 augers that overlap each other. Successful fixation of the contaminants requires that the in-situ soil be entirely and thoroughly mixed with the cementing admixtures.<\/p><\/div>\n<div id=\"attachment_689\" style=\"width: 229px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P3-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-689\" class=\"wp-image-689 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P3-Labeled-300x199.jpg\" alt=\"\" width=\"219\" height=\"146\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P3-Labeled-300x199.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P3-Labeled-226x150.jpg 226w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P3-Labeled-150x100.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P3-Labeled.jpg 731w\" sizes=\"auto, (max-width: 219px) 100vw, 219px\" \/><\/a><p id=\"caption-attachment-689\" class=\"wp-caption-text\">This close-up shows that the middle auger is recessed relative to the outer two augers. The grout, which is a mixture of cementing agents and water, is injected through ports near the ends of the augers<\/p><\/div>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<div id=\"attachment_688\" style=\"width: 178px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P4-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-688\" class=\"wp-image-688 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P4-Labeled-300x203.jpg\" alt=\"\" width=\"168\" height=\"114\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P4-Labeled-300x203.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P4-Labeled-222x150.jpg 222w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P4-Labeled-150x101.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P4-Labeled.jpg 709w\" sizes=\"auto, (max-width: 168px) 100vw, 168px\" \/><\/a><p id=\"caption-attachment-688\" class=\"wp-caption-text\">Augers are being advanced into the ground.<\/p><\/div>\n<div id=\"attachment_687\" style=\"width: 189px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P5-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-687\" class=\"wp-image-687 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P5-Labeled-300x198.jpg\" alt=\"\" width=\"179\" height=\"118\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P5-Labeled-300x198.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P5-Labeled-227x150.jpg 227w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P5-Labeled-150x99.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P5-Labeled.jpg 727w\" sizes=\"auto, (max-width: 179px) 100vw, 179px\" \/><\/a><p id=\"caption-attachment-687\" class=\"wp-caption-text\">Augers continue to mix the soil. Notice that the auger flights do not extend to the ground surface. This allows the augers to mix the soil without carrying it upwards to the ground surface.<\/p><\/div>\n<div id=\"attachment_686\" style=\"width: 198px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P6-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-686\" class=\"wp-image-686 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P6-Labeled-300x199.jpg\" alt=\"\" width=\"188\" height=\"125\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P6-Labeled-300x199.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P6-Labeled-226x150.jpg 226w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P6-Labeled-150x99.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P6-Labeled.jpg 729w\" sizes=\"auto, (max-width: 188px) 100vw, 188px\" \/><\/a><p id=\"caption-attachment-686\" class=\"wp-caption-text\">Proprietary admixtures for the grout at this site were delivered by tank and in bags.<\/p><\/div>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<div id=\"attachment_685\" style=\"width: 193px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P7-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-685\" class=\"wp-image-685 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P7-Labeled-300x197.jpg\" alt=\"\" width=\"183\" height=\"120\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P7-Labeled-300x197.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P7-Labeled-228x150.jpg 228w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P7-Labeled-150x99.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P7-Labeled.jpg 725w\" sizes=\"auto, (max-width: 183px) 100vw, 183px\" \/><\/a><p id=\"caption-attachment-685\" class=\"wp-caption-text\">A batch mixing plant was used to mix the grout (admixtures and water) in proper proportions and to pump it to the DSM rig. The grout was injected through the augers and thoroughly mixed with the soil. The resulting soil mixture later hardens due to cementitious reactions between the admixtures, clay minerals in the soil, and water. This hardened &#8220;soil cement&#8221; binds or fixates the known contaminants against future transport by seeping groundwater.<\/p><\/div>\n<div id=\"attachment_684\" style=\"width: 134px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P8-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-684\" class=\"wp-image-684 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P8-Labeled-203x300.jpg\" alt=\"\" width=\"124\" height=\"183\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P8-Labeled-203x300.jpg 203w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P8-Labeled-101x150.jpg 101w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P8-Labeled.jpg 487w\" sizes=\"auto, (max-width: 124px) 100vw, 124px\" \/><\/a><p id=\"caption-attachment-684\" class=\"wp-caption-text\">A backhoe raises a steel H-beam that is equipped with a trap bucket sampler at its bottom end.<\/p><\/div>\n<div id=\"attachment_683\" style=\"width: 180px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P9-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-683\" class=\"wp-image-683 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P9-Labeled-202x300.jpg\" alt=\"\" width=\"170\" height=\"252\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P9-Labeled-202x300.jpg 202w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P9-Labeled-101x150.jpg 101w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P9-Labeled.jpg 487w\" sizes=\"auto, (max-width: 170px) 100vw, 170px\" \/><\/a><p id=\"caption-attachment-683\" class=\"wp-caption-text\">The H-beam is lowered to a desired depth, and the cable is pulled to open the trap bucket and obtain a sample of the soil mixture.<\/p><\/div>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<p>&nbsp;<\/p>\n<div id=\"attachment_682\" style=\"width: 248px\" class=\"wp-caption alignleft\"><a href=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P10-Labeled.jpg\"><img loading=\"lazy\" decoding=\"async\" aria-describedby=\"caption-attachment-682\" class=\"wp-image-682 \" src=\"http:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P10-Labeled-300x203.jpg\" alt=\"\" width=\"238\" height=\"161\" srcset=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P10-Labeled-300x203.jpg 300w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P10-Labeled-221x150.jpg 221w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P10-Labeled-150x102.jpg 150w, https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-content\/uploads\/sites\/43\/2015\/02\/Soil-Walls-P10-Labeled.jpg 707w\" sizes=\"auto, (max-width: 238px) 100vw, 238px\" \/><\/a><p id=\"caption-attachment-682\" class=\"wp-caption-text\">The retrieved sample is inspected by hand to determine if the soil has been adequately broken down and mixed with the grout. Samples are retained for appropriate lab testing.<\/p><\/div>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>These photos are from a deep soil mixing (DSM) project for in-situ fixation of contaminants at a site near San Francisco Bay, California, in 1993. The purpose of &#8220;in-situ fixation&#8221; is to bind the subsurface contaminants within a soil cement matrix. The fixation must be sufficiently strong to prevent the  \u2026 <a href=\"https:\/\/research.engineering.ucdavis.edu\/gpa\/ground-improvement\/deep-soil-mixing-for-contaminant-fixation\/\"> Continue reading <span class=\"meta-nav\">&rarr; <\/span><\/a><\/p>\n","protected":false},"author":69,"featured_media":0,"parent":37,"menu_order":3,"comment_status":"closed","ping_status":"closed","template":"template-twocolumns-left.php","meta":{"ngg_post_thumbnail":0,"footnotes":""},"class_list":["post-151","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/pages\/151","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/users\/69"}],"replies":[{"embeddable":true,"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/comments?post=151"}],"version-history":[{"count":1,"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/pages\/151\/revisions"}],"predecessor-version":[{"id":692,"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/pages\/151\/revisions\/692"}],"up":[{"embeddable":true,"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/pages\/37"}],"wp:attachment":[{"href":"https:\/\/research.engineering.ucdavis.edu\/gpa\/wp-json\/wp\/v2\/media?parent=151"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}