<?xml version="1.0" encoding="UTF-8"?>
<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns="http://purl.org/rss/1.0/" xmlns:taxo="http://purl.org/rss/1.0/modules/taxonomy/" xmlns:sy="http://purl.org/rss/1.0/modules/syndication/" xmlns:dc="http://purl.org/dc/elements/1.1/">
  <channel>
    <title>NISCAIR Online Periodicals Repository Collection: JSIR Vol.67(04) [April 2008]</title>
    <link>http://nopr.niscair.res.in/handle/123456789/727</link>
    <description />
    <items>
      <rdf:Seq>
        <rdf:li resource="http://nopr.niscair.res.in/handle/123456789/811" />
        <rdf:li resource="http://nopr.niscair.res.in/handle/123456789/809" />
        <rdf:li resource="http://nopr.niscair.res.in/handle/123456789/808" />
        <rdf:li resource="http://nopr.niscair.res.in/handle/123456789/796" />
      </rdf:Seq>
    </items>
  </channel>
  <textInput>
    <title>The Collection's search engine</title>
    <description>Search the Channel</description>
    <name>search</name>
    <link>http://nopr.niscair.res.in/simple-search</link>
  </textInput>
  <item rdf:about="http://nopr.niscair.res.in/handle/123456789/811">
    <title>A study on polyethylene microencapsulation of textile sludge</title>
    <link>http://nopr.niscair.res.in/handle/123456789/811</link>
    <description>Title: A study on polyethylene microencapsulation of textile sludge
&lt;br/&gt;
&lt;br/&gt;Authors: Raji, R Jeevitha; Kanmani, S
&lt;br/&gt;
&lt;br/&gt;Abstract: An attempt has been made to encapsulate heavy metals and dyes present in textile sludge using low density polyethylene&#xD;
(LDPE) and assess usability of encapsulated product for building construction. Sludge samples were encapsulated into LDPE&#xD;
with calcium oxide (additive) at four different proportions (35, 40, 50 and 60 %) of sludge. Encapsulated cubes were formed&#xD;
and then tested for compressive strength. Maximum compressive strength of cubes (size, 7.06 cm) containing sludge (50%) for&#xD;
sample 1 (21.07 N/mm²) and sample 2 (17.55 N/mm²) was more than that of standard M15 mortar cubes. Encapsulated product&#xD;
could be recommended for use in the construction of non-load bearing walls. TCLP study revealed that leaching of dyes and&#xD;
heavy metals (Cu, Ni, Pb and Cr) has been effectively reduced after encapsulation process.
&lt;br/&gt;
&lt;br/&gt;Page(s): 319-323</description>
  </item>
  <item rdf:about="http://nopr.niscair.res.in/handle/123456789/809">
    <title>Formaldehyde–free sticklac and arhar stick composite board</title>
    <link>http://nopr.niscair.res.in/handle/123456789/809</link>
    <description>Title: Formaldehyde–free sticklac and arhar stick composite board
&lt;br/&gt;
&lt;br/&gt;Authors: Sao, K P; Pandey, S K; Baboo, B
&lt;br/&gt;
&lt;br/&gt;Abstract: Sticklac has been used as a binding material to prepare formaldehyde-free composite board from arhar (Cajanus&#xD;
cajan) stick agro waste. Effects of sticklac obtained from kusmi and rangeeni strain, binder content, press-cycle, particle type,&#xD;
moisture content, density of board and wax emulsion as additive are studied on physical and mechanical properties of board.&#xD;
Tests of modulus of rupture, tensile strength perpendicular to surface of board, screw withdrawal force, water absorption and&#xD;
thickness swelling have indicated that composite board prepared using sticklac in alcoholic solution can meet required standard&#xD;
for interior grade with regard to above properties.
&lt;br/&gt;
&lt;br/&gt;Page(s): 314-318</description>
  </item>
  <item rdf:about="http://nopr.niscair.res.in/handle/123456789/808">
    <title>Multigrade bitumen verses conventional bitumen</title>
    <link>http://nopr.niscair.res.in/handle/123456789/808</link>
    <description>Title: Multigrade bitumen verses conventional bitumen
&lt;br/&gt;
&lt;br/&gt;Authors: Jain, M C; Negi, R S; Krishna, A
&lt;br/&gt;
&lt;br/&gt;Abstract: To evaluate field performance at hot and cold climatic regions, test tracks were laid using multigrade bitumen (MB) and&#xD;
conventional bitumen (CB) following 2 cm thick premix carpet, mix seal surfacing, semi-dense bituminous concrete and dense&#xD;
bituminous concrete road specifications at hot climatic region of Jaisalmer (Rajasthan) in May 2006 and cold climatic region&#xD;
of Drass, Kargil (J&amp;K) in September 2005. Laboratory test results indicate that MB (softer grade) behaves better than bitumen&#xD;
80/100 at low temperatures and better/comparable with bitumen 60/70 at high temperatures. MB has been characterized for&#xD;
conventional, mechanical properties and Strategic Highway Research Programme (SHRP) protocol. Field trial indicates that&#xD;
performance of MB is superior to CB in both cold and hot climatic regions.
&lt;br/&gt;
&lt;br/&gt;Page(s): 307-313</description>
  </item>
  <item rdf:about="http://nopr.niscair.res.in/handle/123456789/796">
    <title>Fabrication of Pt based amperometric cholesterol biosensor using cellulose acetate membrane</title>
    <link>http://nopr.niscair.res.in/handle/123456789/796</link>
    <description>Title: Fabrication of Pt based amperometric cholesterol biosensor using cellulose acetate membrane
&lt;br/&gt;
&lt;br/&gt;Authors: Vikas; Pundir, C S
&lt;br/&gt;
&lt;br/&gt;Abstract: Cholesterol esterase, cholesterol oxidase and horseradish peroxidase (HRP) have been co-immobilized onto cellulose&#xD;
acetate membrane, which is mounted over biosensor, Pt electrode. Biosensor showes excellent performance with a linear&#xD;
response between 2.5 to 50 mg dl⁻¹ of cholesterol acetate [correlation coefficient (r) = 0.9912]. Mean analytical recovery of&#xD;
added cholesteryl acetate (100 and 200 mg dl⁻¹) in serum (n=6.0) has been found to be 99.86±0.78 and 97.79±0.73. Cholesterol&#xD;
content of sera within batch and between batch coefficient of variation (CV) are &lt;3% and &lt; 5 %, respectively. Km for cholesterol&#xD;
acetate and Vmax are 1083 mg/dl⁻¹ and 0.5 mA/sec. Optimum pH of biosensor is 7.0 and temperature 45°C. Enzyme electrode&#xD;
lost 50% of its activity during its regular use for 150 times over a period of 25 days at 4°C. The response time is 35 second. Uric&#xD;
acid and ascorbic acid shows slight interference.
&lt;br/&gt;
&lt;br/&gt;Page(s): 299-306</description>
  </item>
</rdf:RDF>

