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	<title>Australian Pipeline Industry Association</title>
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	<link>http://www.apia.net.au</link>
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		<title>Combined stresses &#8211; design factor increase Issue 4.8 Revision D 17/07/02 / K. Bilston</title>
		<link>http://www.apia.net.au/combined-stresses-design-factor-increase-issue-4-8-revision-d-170702-k-bilston/</link>
		<comments>http://www.apia.net.au/combined-stresses-design-factor-increase-issue-4-8-revision-d-170702-k-bilston/#comments</comments>
		<pubDate>Tue, 09 Mar 2010 23:04:02 +0000</pubDate>
		<dc:creator>Library</dc:creator>
				<category><![CDATA[AS2885]]></category>

		<guid isPermaLink="false">http://www.apia.net.au/combined-stresses-design-factor-increase-issue-4-8-revision-d-170702-k-bilston/</guid>
		<description><![CDATA[Revision to AS2885.1 Issue paper at head of title.
]]></description>
			<content:encoded><![CDATA[<p>Revision to AS2885.1 Issue paper at head of title.</p>
]]></content:encoded>
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		<slash:comments>0</slash:comments>
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		<item>
		<title>Possibilities for aboveground pipelines [paper] / Peter Tuft [and] Russell Schulz</title>
		<link>http://www.apia.net.au/possibilities-for-aboveground-pipelines-paper-peter-tuft-and-russell-schulz/</link>
		<comments>http://www.apia.net.au/possibilities-for-aboveground-pipelines-paper-peter-tuft-and-russell-schulz/#comments</comments>
		<pubDate>Wed, 24 Feb 2010 03:57:55 +0000</pubDate>
		<dc:creator>Library</dc:creator>
				<category><![CDATA[Geotechnical]]></category>

		<guid isPermaLink="false">http://www.apia.net.au/possibilities-for-aboveground-pipelines-paper-peter-tuft-and-russell-schulz/</guid>
		<description><![CDATA[&#8220;Installing gas pipelines aboveground may have a number of benefits depending on the circumstances of individual projects &#8211; for example to:

Reduce capital cost
Facilitate development of stranded reserves (which might otherwise be uneconomic)
Reduce environmental impact (reduced ground disturbance and right-of-way width)
Facilitate pipeline abandonment for fields of short life, including pipe reclamation and reuse.&#8221;

]]></description>
			<content:encoded><![CDATA[<p>&#8220;Installing gas pipelines aboveground may have a number of benefits depending on the circumstances of individual projects &#8211; for example to:</p>
<ul>
<li>Reduce capital cost</li>
<li>Facilitate development of stranded reserves (which might otherwise be uneconomic)</li>
<li>Reduce environmental impact (reduced ground disturbance and right-of-way width)</li>
<li>Facilitate pipeline abandonment for fields of short life, including pipe reclamation and reuse.&#8221;</li>
</ul>
]]></content:encoded>
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		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title></title>
		<link>http://www.apia.net.au/4622/</link>
		<comments>http://www.apia.net.au/4622/#comments</comments>
		<pubDate>Sun, 14 Feb 2010 22:20:09 +0000</pubDate>
		<dc:creator>admin</dc:creator>
				<category><![CDATA[Uncategorized]]></category>

		<guid isPermaLink="false">http://www.apia.net.au/?p=4622</guid>
		<description><![CDATA[
]]></description>
			<content:encoded><![CDATA[<p><a href="http://www.apia.net.au/wp-content/uploads/2010/02/background_swoosh.jpg"><img class="alignnone size-medium wp-image-4621" title="background_swoosh" src="http://www.apia.net.au/wp-content/uploads/2010/02/background_swoosh-300x57.jpg" alt="" width="300" height="57" /></a></p>
]]></content:encoded>
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		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Welcoming address [to the APIA convention, Royal Pines Resort, Queensland, 27-30 October 2001] / Mike Lauer</title>
		<link>http://www.apia.net.au/welcoming-address-to-the-apia-convention-royal-pines-resort-queensland-27-30-october-2001-mike-lauer/</link>
		<comments>http://www.apia.net.au/welcoming-address-to-the-apia-convention-royal-pines-resort-queensland-27-30-october-2001-mike-lauer/#comments</comments>
		<pubDate>Wed, 27 Jan 2010 01:09:58 +0000</pubDate>
		<dc:creator>Library</dc:creator>
				<category><![CDATA[Uncategorized]]></category>

		<guid isPermaLink="false">http://www.apia.net.au/welcoming-address-to-the-apia-convention-royal-pines-resort-queensland-27-30-october-2001-mike-lauer/</guid>
		<description><![CDATA[Lauer outlines the pipeline industry operating environment and the role of the Australian Pipeline Industry Association APIA).  Lauer also reports on APIA strategic and buisness planning for developments to the industry, in particular, the regulatory regime.
]]></description>
			<content:encoded><![CDATA[<p>Lauer outlines the pipeline industry operating environment and the role of the Australian Pipeline Industry Association APIA).  Lauer also reports on APIA strategic and buisness planning for developments to the industry, in particular, the regulatory regime.</p>
]]></content:encoded>
			<wfw:commentRss>http://www.apia.net.au/welcoming-address-to-the-apia-convention-royal-pines-resort-queensland-27-30-october-2001-mike-lauer/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Safety and risk assessment : location class and land planning / Mike Ebdon, Bala Balendran [and] Khalil Idhaydid [presentation at the launch of public comment draft of revised AS2885 Part 1] 8 December 2004</title>
		<link>http://www.apia.net.au/safety-and-risk-assessment-location-class-and-land-planning-mike-ebdon-bala-balendran-and-khalil-idhaydid-presentation-at-the-launch-of-public-comment-draft-of-revised-as2885-part-1-8-decembe/</link>
		<comments>http://www.apia.net.au/safety-and-risk-assessment-location-class-and-land-planning-mike-ebdon-bala-balendran-and-khalil-idhaydid-presentation-at-the-launch-of-public-comment-draft-of-revised-as2885-part-1-8-decembe/#comments</comments>
		<pubDate>Wed, 26 Aug 2009 02:09:11 +0000</pubDate>
		<dc:creator></dc:creator>
		
		<guid isPermaLink="false">http://orion.webcity.com.au/~api49660/safety-and-risk-assessment-location-class-and-land-planning-mike-ebdon-bala-balendran-and-khalil-idhaydid-presentation-at-the-launch-of-public-comment-draft-of-revised-as2885-part-1-8-decembe/</guid>
		<description><![CDATA[In this presentation, various operating regimes for land use planning, public safety, and environmental protection processes are outlined.
]]></description>
			<content:encoded><![CDATA[<p>In this presentation, various operating regimes for land use planning, public safety, and environmental protection processes are outlined.</p>
]]></content:encoded>
			<wfw:commentRss>http://www.apia.net.au/safety-and-risk-assessment-location-class-and-land-planning-mike-ebdon-bala-balendran-and-khalil-idhaydid-presentation-at-the-launch-of-public-comment-draft-of-revised-as2885-part-1-8-decembe/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Stress and strain loading design clarifications and improvements and consequences of an increase in design factor/ P. L. Kempster</title>
		<link>http://www.apia.net.au/stress-and-strain-loading-design-clarifications-and-improvements-and-consequences-of-an-increase-in-design-factor-p-l-kempster/</link>
		<comments>http://www.apia.net.au/stress-and-strain-loading-design-clarifications-and-improvements-and-consequences-of-an-increase-in-design-factor-p-l-kempster/#comments</comments>
		<pubDate>Wed, 29 Jul 2009 05:08:17 +0000</pubDate>
		<dc:creator></dc:creator>
		
		<guid isPermaLink="false">http://orion.webcity.com.au/~api49660/stress-and-strain-loading-design-clarifications-and-improvements-and-consequences-of-an-increase-in-design-factor-p-l-kempster/</guid>
		<description><![CDATA[In this presentation, Kempster outlines the key amendments to the AS2885 standard in relation to stress and strain loading: 
1. The section on stress and strain has been
rewritten.
2. Clear distinction between restrained and
unrestrained lines has been made.
3. A basis for determining and limiting stresses
from external pressure has been included.
4. All relevant formulae have been included.
5. [...]]]></description>
			<content:encoded><![CDATA[<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">In this presentation, Kempster outlines the key amendments to the AS2885 standard in relation to stress and strain loading: </span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">1. The section on stress and strain has been</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">rewritten.</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">2. Clear distinction between restrained and</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">unrestrained lines has been made.</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">3. A basis for determining and limiting stresses</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">from external pressure has been included.</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">4. All relevant formulae have been included.</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">5. A full notation and definition of all terminology</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">has been included.</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">6. All stress limits have been defined and</span></span></p>
<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="font-size: 10pt; color: black; font-family: TimesNewRoman; mso-bidi-font-family: TimesNewRoman;"><span style="font-family: Times New Roman;">summarised in a table.</span></span></p>
<p>At head of title : Public comment</p>
]]></content:encoded>
			<wfw:commentRss>http://www.apia.net.au/stress-and-strain-loading-design-clarifications-and-improvements-and-consequences-of-an-increase-in-design-factor-p-l-kempster/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Safety and risk assessment location class and land planning / Mike Ebdon, Bala Balendran [and] Khalil Idhayid</title>
		<link>http://www.apia.net.au/safety-and-risk-assessment-location-class-and-land-planning-mike-ebdon-bala-balendran-and-khalil-idhayid/</link>
		<comments>http://www.apia.net.au/safety-and-risk-assessment-location-class-and-land-planning-mike-ebdon-bala-balendran-and-khalil-idhayid/#comments</comments>
		<pubDate>Wed, 29 Jul 2009 04:49:35 +0000</pubDate>
		<dc:creator></dc:creator>
		
		<guid isPermaLink="false">http://orion.webcity.com.au/~api49660/safety-and-risk-assessment-location-class-and-land-planning-mike-ebdon-bala-balendran-and-khalil-idhayid/</guid>
		<description><![CDATA[This presentation concludes that the standard updates the location classes; that there are no rupture and limits on energy release rate, and that the risk assessment process has been aligned with planning and approval processes.
At head of title : APIA launch of the public comment draft of AS2885.1.
]]></description>
			<content:encoded><![CDATA[<p class="MsoNormal" style="margin: 0cm 0cm 0pt; mso-layout-grid-align: none;"><span style="color: black; font-family: ArialNarrow-Bold; mso-bidi-font-family: ArialNarrow-Bold; mso-bidi-font-weight: bold;"><span style="font-size: small; font-family: Times New Roman;">This presentation concludes that the standard updates the location classes; that there are no rupture and limits on energy release rate, and that the risk assessment process has been aligned with planning and approval processes.</span></span></p>
<p>At head of title : APIA launch of the public comment draft of AS2885.1.</p>
]]></content:encoded>
			<wfw:commentRss>http://www.apia.net.au/safety-and-risk-assessment-location-class-and-land-planning-mike-ebdon-bala-balendran-and-khalil-idhayid/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Safety and risk assessment general/ Richard McDonough</title>
		<link>http://www.apia.net.au/safety-and-risk-assessment-general-richard-mcdonough/</link>
		<comments>http://www.apia.net.au/safety-and-risk-assessment-general-richard-mcdonough/#comments</comments>
		<pubDate>Wed, 29 Jul 2009 04:35:20 +0000</pubDate>
		<dc:creator></dc:creator>
		
		<guid isPermaLink="false">http://orion.webcity.com.au/~api49660/safety-and-risk-assessment-general-richard-mcdonough/</guid>
		<description><![CDATA[McDonough concludes that the 1997 version has proven robust and effective.
]]></description>
			<content:encoded><![CDATA[<p>McDonough concludes that the 1997 version has proven robust and effective.</p>
]]></content:encoded>
			<wfw:commentRss>http://www.apia.net.au/safety-and-risk-assessment-general-richard-mcdonough/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Hydrostatic strength and leak testing / Leigh Fletcher, Michael Law [and] Peter Upritchard</title>
		<link>http://www.apia.net.au/hydrostatic-strength-and-leak-testing-leigh-fletcher-michael-law-and-peter-upritchard/</link>
		<comments>http://www.apia.net.au/hydrostatic-strength-and-leak-testing-leigh-fletcher-michael-law-and-peter-upritchard/#comments</comments>
		<pubDate>Wed, 29 Jul 2009 04:08:26 +0000</pubDate>
		<dc:creator></dc:creator>
		
		<guid isPermaLink="false">http://orion.webcity.com.au/~api49660/hydrostatic-strength-and-leak-testing-leigh-fletcher-michael-law-and-peter-upritchard/</guid>
		<description><![CDATA[&#8220;These changes provide a conservative basis for testing pipelines designed to 0.8 and may be refined with future research.&#8221;
At head of title : AS2885.1 public comment draft launch December 2004.
]]></description>
			<content:encoded><![CDATA[<p>&#8220;These changes provide a conservative basis for testing pipelines designed to 0.8 and may be refined with future research.&#8221;</p>
<p>At head of title : AS2885.1 public comment draft launch December 2004.</p>
]]></content:encoded>
			<wfw:commentRss>http://www.apia.net.au/hydrostatic-strength-and-leak-testing-leigh-fletcher-michael-law-and-peter-upritchard/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
		</item>
		<item>
		<title>Stress &amp; strain : resistance, the basis for stress limits / Peter Tuft</title>
		<link>http://www.apia.net.au/stress-strain-resistance-the-basis-for-stress-limits-peter-tuft/</link>
		<comments>http://www.apia.net.au/stress-strain-resistance-the-basis-for-stress-limits-peter-tuft/#comments</comments>
		<pubDate>Wed, 29 Jul 2009 03:57:26 +0000</pubDate>
		<dc:creator></dc:creator>
		
		<guid isPermaLink="false">http://orion.webcity.com.au/~api49660/stress-strain-resistance-the-basis-for-stress-limits-peter-tuft/</guid>
		<description><![CDATA[Tuft outlines the contents of the standard in relation to the criteria to prevent pipeline stress and strain failure.
]]></description>
			<content:encoded><![CDATA[<p>Tuft outlines the contents of the standard in relation to the criteria to prevent pipeline stress and strain failure.</p>
]]></content:encoded>
			<wfw:commentRss>http://www.apia.net.au/stress-strain-resistance-the-basis-for-stress-limits-peter-tuft/feed/</wfw:commentRss>
		<slash:comments>0</slash:comments>
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