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			<title>Green Building Forum - Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18286#Comment_18286</link>
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		<pubDate>Thu, 10 Apr 2008 15:14:16 +0100</pubDate>
		<author>Mike George</author>
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			<![CDATA[I've asked Keith if we can have a poll on this but in the meantime I would be interested to read views on this.<br /><br />No sitting on the fence please, Answers are:<br /><br />Always<br />Sometimes<br />Never]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18287#Comment_18287</link>
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		<pubDate>Thu, 10 Apr 2008 15:15:44 +0100</pubDate>
		<author>Gervase Webb</author>
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			<![CDATA[Sometimes - if you need pre-stressed spans. Otherwise no, in my book.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18291#Comment_18291</link>
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		<pubDate>Thu, 10 Apr 2008 16:14:13 +0100</pubDate>
		<author>Chris Wardle</author>
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			<![CDATA[Sometimes.  I doubt we could manage without it entirely in an industrial society.  Surely the energy consumption in manufacturing cement should be seen in the context of the usefulness of the product.  without OPC, I should imagine our infrastructure would be in ruins within a decade.<br /><br />I'd like to see more use of less energy hungry alternatives where possible.  For example, compressed earth blocks or hemp lime blocks instead of concrete blocks in buildings, and less energy intensive types of cement.  Failing that, more sparing use of OPC, for example in foundations which often seem over the top to me.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18301#Comment_18301</link>
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		<pubDate>Thu, 10 Apr 2008 17:41:18 +0100</pubDate>
		<author>jamesingram</author>
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			<![CDATA[Just poured 18m2 into a footing <br />so I guess always<br />I'd love a alternative to be in common use , but I feel at the mercy of designers,engineers and building controls<br />Anybody know much about mirco piles as a OPC free footing , <br />Until I can find customer happy to pay for the preferred alternatives , theres no choice]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18309#Comment_18309</link>
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		<pubDate>Thu, 10 Apr 2008 18:52:10 +0100</pubDate>
		<author>jon</author>
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			<![CDATA[Often the least expensive solution to a set of design requirements is also the lowest annualised carbon cost.  So sometimes it is acceptable and is occasionally preferable carbon-wise to all other solutions.<br /><br />OPC is a high energy product with some high value characteristics.  If we need high value characteristic materials for a building but do not wish to use OPC (or steel, aluminium or other high energy products) the solution may be to change the design requirements rather than to look for ways not to use the materials that are best suited to that design.<br /><br />Micro piles are usually OPC James unless Mirco is a tradename or you mean the small screw steel type.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18319#Comment_18319</link>
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		<pubDate>Thu, 10 Apr 2008 19:40:57 +0100</pubDate>
		<author>Chris Wardle</author>
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			<![CDATA[Building regs allow a concrete strip foundation rather than trench fill.  Then start building straight out of the ground.  I used some spare sawn up concrete paving slabs in an extension done last year.  Cuts the volume of concrete down.  My old house didn't have any foundations worth speaking of.  I think they just chucked some big slabs of stone in a hole and started laying the bricks.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18321#Comment_18321</link>
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		<pubDate>Thu, 10 Apr 2008 20:17:34 +0100</pubDate>
		<author>jamesingram</author>
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			<![CDATA[Jon <br />I ment the small screw steel ones you mentioned, i know nothing about them, but they seem a good alternative to <br />trench fill/traditional footings<br />Strip foundations a good idea, to reduce trench fill , but on deeper work it a bit tricky<br />the footing mentioned above was 1.8m deep , 800 deep trench fill , block up to dpc <br />and the brickies still moaning that I didnt fill it higher<br /><br />cheers Jim]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18325#Comment_18325</link>
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		<pubDate>Thu, 10 Apr 2008 20:59:18 +0100</pubDate>
		<author>jon</author>
		<description>
			<![CDATA[They can be used in some types of soil.  However, bear in mind that a steel screw in micropile will have a higher embodied carbon content than an OPC micropile<br /><br />Also bear in mind that the NHBC guidelines are quite specific about the uses and minimum depths:  The regs are safety driven whereas the NHBC is more insurance driven meaning strips can sometimes only be used in cases where no insurance is required.<br /><br />A low embodied alternative for low level housing units, if you can be bothered, is to dig in small segments down to good bearing strata, use the maximum stress allowable at that level. bring up the (lightly OPC'd) hole up to ground level and then use PC units as your 'foundations' off which to spring everything else:  Works out at about 1/3 the CO2 content typically (I have used it as an option in some level 5 proposals).<br /><br />jon]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18328#Comment_18328</link>
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		<pubDate>Thu, 10 Apr 2008 21:26:30 +0100</pubDate>
		<author>chipedwood</author>
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			<![CDATA[Just reasoning my vote:<br /><br />I say it is always acceptable to use it. <br /><br />It's a very good material but I do think that it should be used more carefully than it is. <br /><br />Like in this flat, a concrete floor was put in upstairs replacing a wooden one when it became rotten. That I consider stupid and should't have been done.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=18337#Comment_18337</link>
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		<pubDate>Thu, 10 Apr 2008 23:37:46 +0100</pubDate>
		<author>biffvernon</author>
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			<![CDATA[Always use it for airport runways, multistory carparks, motorway bridges, nuclear power stations, er, hang on, we won't need any of those things.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Fri, 11 Apr 2008 08:26:17 +0100</pubDate>
		<author>TheDoctor</author>
		<description>
			<![CDATA[With the current population density, it is an essential material.<br /><br />Effective public transport RELIES on population density. <br /><br />Density RELIES on an element of high rise to maintain green spaces in the population centres<br /><br />there are also huge economies of scale in materials, energy consumption etc in population density.<br /><br />spreading everyone out to their hypothetical 1 acre per person of the UK land mass would be a disaster<br /><br />OPC is a part of that density solution, although its use could be limited and more carefully considered]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=20383#Comment_20383</link>
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		<pubDate>Sat, 10 May 2008 21:47:38 +0100</pubDate>
		<author>tipper</author>
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			<![CDATA[OPC is essential but an alternative material that has the same strength and flexability would be good. I heard that for every ton of concrete made a ton of co2 is produced. Tell me if i am wrong!]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Sat, 10 May 2008 21:59:49 +0100</pubDate>
		<author>Mike George</author>
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			<![CDATA[I have heard that statistic too.  It would be interesting to have a comparable figure for lime don't you think?]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 12 May 2008 18:23:37 +0100</pubDate>
		<author>Dominic Cooney</author>
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			<![CDATA[Sometimes, especially for wind turbine bases.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 12 May 2008 20:21:27 +0100</pubDate>
		<author>biffvernon</author>
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			<![CDATA[Wind turbine bases and tidal barage works.<br /><br />(That is such a small proportion of current usage it appoximates to 'never' for the purposes of my vote at the top of this thread.)]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Sun, 25 May 2008 19:49:24 +0100</pubDate>
		<author>Dr T</author>
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			<![CDATA[The use of OPC is an acceptable medium but only when alternatives are not suitable. One should always weigh the production carbon footprint against the life-span of the poduct.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Sun, 25 May 2008 21:17:06 +0100</pubDate>
		<author>paul.dixon27</author>
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			<![CDATA[Yes, but what is the carbon footprint?  OPC reabsorbs CO2 from when it commences setting, as does lime, and I don't think  this is included in any calculations,at least not in any I've seen. It is heated to a higher temperature than lime, so uses more fuel to make (Biff pulled me up about this on another thread,when I asserted that the carbon footprint for lime and opc were about the same, and he was right) but apparently it can be fired at a lower temperature than it usually is. So I don''t know what that's about.<br /> for myself, I do use it sometimes, in small quantities.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Sun, 25 May 2008 21:44:07 +0100</pubDate>
		<author>biffvernon</author>
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			<![CDATA[<blockquote ><cite >Posted By: paul.dixon27</cite> OPC reabsorbs CO2 from when it commences setting, as does lime, </blockquote>No, very little of the CO2 is reabsorbed by OPC as it sets, while all of the CO2 is reabsorbed when lime sets.  The reaction calcium carbonate to calcium oxide to calcium hydroxide to calcium carbonate is known as the 'lime cycle' and has no net production of CO2 once the cycle is complete (other than from the fuel used, of course, which as we have seen is less in lime making than OPC making).  When cement sets there is very little reabsorption of CO2 from the atmosphere as it is the silicates from the baked clays that do most of the action.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Sun, 25 May 2008 23:32:08 +0100</pubDate>
		<author>Mike George</author>
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			<![CDATA[Biff, would you hazard a guess as to the amount of CO2 produced in the energy per tonne of lime? I am still intersted in how much less energy is used than OPC]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 26 May 2008 01:44:51 +0100</pubDate>
		<author>paul.dixon27</author>
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			<![CDATA[OPC has a chemical set but doesn't stop absorbing CO2 when it solidifies. Being less porous, It takes longer than lime to absorb it but the same 'lime cycle' is going on.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 26 May 2008 08:43:28 +0100</pubDate>
		<author>biffvernon</author>
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			<![CDATA[Yes some CO2 continues to be absorbed but not much - order of magnitude different to lime.  Most of the calcium forms silicates not carbonates.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 26 May 2008 13:36:13 +0100</pubDate>
		<author>Rachel</author>
		<description>
			<![CDATA[Nope... by the way, regarding footings, recent tests carried out by amazonails for a planning dept showed that rammed earth tyres are actually stronger than concrete! A tad more laborious, but think of co2 savings...<br />Re concrete CAT records show that 40% or the worlds energy goes on making concrete and I heard it is around 7% with lime, altho lime is continously carbonating over years and years..  go go lime...]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 26 May 2008 13:49:33 +0100</pubDate>
		<author>Mike George</author>
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			<![CDATA[Thanks Rachel, thats very interesting, considering the amount of concrete used relative to lime. Perhaps the energy used in production per unit/mass is closer than many suspect?<br /><br />Don't get me wrong, I have nothing against lime. But I would like to know just how green it is in production . If concrete is such a bad boy I would like to know just how bad]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 26 May 2008 14:21:13 +0100</pubDate>
		<author>biffvernon</author>
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			<![CDATA[Mike, I had a tour round Singleton Birch's limeworks a little while ago.  If you can't find the data you want on their website: <a href="http://www.singletonbirch.co.uk/" target="_self" rel="nofollow">http://www.singletonbirch.co.uk/</a> get in touch with them.  They have a very helpful techie department.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 26 May 2008 14:23:19 +0100</pubDate>
		<author>Paul in Montreal</author>
		<description>
			<![CDATA[<blockquote ><cite >Posted By: Rachel</cite>Re concrete CAT records show that 40% or the worlds energy goes on making concrete</blockquote><br /><br />Nonesense.<br /><br />From http://www.buildinggreen.com/auth/article.cfm?fileName=020201b.xml<br /><br />"In the United States, producing the roughly 80 million tons of cement used in 1992 required about .5 quadrillion Btus or quads (1 quad = 10 15 Btus). This is roughly .6% of total U.S. energy use"<br /><br />You're off by almost two orders of magnitude. Perhaps you're thinking CO2 emissions? 36% of total CO2 emission come from industrial processes of which cement is a large contributor - but it comes out closer to 10% of the world total. So you're still off by a factor of four. <br /><br />Paul in Montreal.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 26 May 2008 14:54:15 +0100</pubDate>
		<author>Mike George</author>
		<description>
			<![CDATA[<blockquote ><cite >Posted By: biffvernon</cite>Mike, I had a tour round Singleton Birch's limeworks a little while ago. If you can't find the data you want on their website:<a href="<a href="http://www.singletonbirch.co.uk/" target="_blank" rel="nofollow">http://www.singletonbirch.co.uk/</a>" rel="nofollow" >http://www.singletonbirch.co.uk/</a>get in touch with them. They have a very helpful techie department.</blockquote><br /><br />I was hoping that those who say OPC should never be used would be able to come up with some figures which justify their stance -  perhaps the figures do not make happy reading? Are you in denial? <img src="/newforum/extensions/Vanillacons/smilies/standard/bigsmile.gif" alt=":bigsmile:" title=":bigsmile:" />]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 26 May 2008 15:32:45 +0100</pubDate>
		<author>Mike George</author>
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			<![CDATA[Looking at the singleton birch site, I cannot find figures for how much energy is used in production.  Apparently, they are the UK's biggest producer of lime, which got me thinking more. What proportions of Cement/Lime are sourced locally? and what would be the implications of a major increase in lime use? Does most come from abroad? Would it need to?]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
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		<pubDate>Mon, 26 May 2008 16:08:47 +0100</pubDate>
		<author>ted</author>
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			<![CDATA[Presume people have read this !<br /><br /><a href="http://www.buildingforafuture.co.uk/autumn05/ordinary_portland_cement.pdf" target="_self" rel="nofollow">http://www.buildingforafuture.co.uk/autumn05/ordinary_portland_cement.pdf</a>]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=21842#Comment_21842</link>
		<guid isPermaLink="false">https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=21842#Comment_21842</guid>
		<pubDate>Mon, 26 May 2008 16:15:54 +0100</pubDate>
		<author>ted</author>
		<description>
			<![CDATA[Oh, and if you're really short of reading matter for this Bank Holiday then there is this lot as well:<br /><br /><a href="http://www.wbcsdcement.org/research.asp" target="_self" rel="nofollow">http://www.wbcsdcement.org/research.asp</a><br /><br />If you are short of free time then Reports 6 and 8 are the main ones.]]>
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		<title>Is it acceptable to use Ordinary Portland Cement [OPC]?</title>
		<link>https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=21849#Comment_21849</link>
		<guid isPermaLink="false">https://www.greenbuildingforum.co.uk/newforum/comments.php?DiscussionID=1554&amp;Focus=21849#Comment_21849</guid>
		<pubDate>Mon, 26 May 2008 17:14:28 +0100</pubDate>
		<author>Mike George</author>
		<description>
			<![CDATA[Thanks Ted, the BFF article indicates lime as producing around half the CO2 emissions of cement. But also says <br /><br />'some hydraulic limes are capable of reabsorbing nearly all of the CO2 released in their formulation, but this figure does not account for the C02 released in the kiln which can be on a par with cement'<br /><br />Not really clear that!<br /><br />It makes no comment of energy used in transportation.<br /><br />The other reports do not appear to draw comparisons with lime, though I have only scanned the two you note.]]>
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