The Locator -- [(subject = "Soil stabilization")]

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03963cam a2200445Ia 4500
001 7EE1582E62A311DFAF3CE96BC41A358D
003 SILO
005 20100624010131
008 100511s2010    iaua     bt   000 0 eng d
035    $a (OCoLC)613396729
040    $a UIG $c UIG $d SILO $d IOZ $d IWA $d SILO
043    $a n-us-ia
100 1  $a Gopalakrishnan, Kasthurirangan.
245 1  $a Biofuel co-products uses for pavement geo-materials stabilization / $c by Kasthurirangan Gopalakrishnan, Halil Ceylan, and Sunghwan Kim.
260    $a Ames, IA : $b Institute for Transportation, Iowa State University, $c [2010]
300    $a xii, 40 p. : $b ill. (some col.) ; $c 28 cm.
513    $a Final report.
536    $a Sponsored by the Iowa Highway Research Board and the Iowa Dept. of Transportation $f InTrans project 08-316 $f InTrans project 08-316
500    $a "April 2010."
500    $a Summary ([4] p.) tipped in with title: Biofuel co-products uses for pavement geo-materials stabilization : tech transfer summary.
530    $a Also available via the Internet.
520 3  $a The production and use of biofuels has increased in the present context of sustainable development.  Biofuel production from plant biomass produces not only biofuel or ethanol but also co-products containing lignin, modified lignin, and lignin derivatives.  This research investigated the utilization of lignin-containing biofuel co-products (BCPs) in pavement soil stabilization as a new application area.  Laboratory tests were conducted to evaluate the performance and the moisture susceptibility of two types of BCP-treated soil samples compared to the performance of untreated and traditional stabilizer-treated (fly ash) soil samples.  The two types of BCPs investigated were (1) a liquid type with higher lignin content (co-product A) and (b) a powder type with lower lignin content (co-product B).  Various additive combinations (co-product A and fly ash, co-products A and B, etc.) were also evaluated as alternatives to stand-alone co-products.  Test results indicate that BCPs are effective in stabilizing the Iowa Class 10 soil classified as CL or A-6(8) and have excellent resistance to moisture degradation.  Strengths and moisture resistance in comparison to traditional additives (fly ash) could be obtained through the use of combined additives (co-product A + fly ash; co-product A + co-product B).  Utilizing BCPs as a soil stabilizer appears to be one of the many viable answers to the profitability of the bio-based products and the bioenergy business.  Future research is needed to evaluate the freeze-thaw durability and for resilient modulus characterization of BCP-modified layers for a variety of pavement subgrade and base soil types.  In addition, the long-term performance of these BCPs should be evaluated under actual field conditions and traffic loadings.  Innovative uses of BCP in pavement-related applications could not only provide additional revenue streams to improve the economics of biorefineries, but could also serve to establish green road infrastructures.
504    $a Includes bibliographical references (p. 37-40). $b 67
650  0 $a Soil stabilization $z Iowa.
650  0 $a Waste products as road materials $z Iowa.
650  0 $a Lignin $x Research.
700 1  $a Ceylan, Halil.
700 1  $a Kim, Sunghwan.
710 1  $a Iowa. $b Highway Research Board.
710 1  $a Iowa. $b Dept. of Transportation.
710 2  $a Iowa State University. $b Institute for Transportation.
740 0  $a Biofuel co-products uses for pavement geo-materials stabilization : tech transfer summary.
856 41 $u http://www.intrans.iastate.edu/reports/Ceylan_Bio_report.pdf
941    $a 4
952    $l IAOX771 $d 20240710102104.0
952    $l OVUX522 $d 20180112065630.0
952    $l USUX851 $d 20160825061732.0
952    $l Z7OX851 $d 20100519085655.0
956    $a http://locator.silo.lib.ia.us/search.cgi?index_0=id&term_0=7EE1582E62A311DFAF3CE96BC41A358D
994    $a 02 $b IWA

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