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		<id>https://www.designingbuildings.co.uk/w/index.php?action=history&amp;feed=atom&amp;title=Pile_integrity_test</id>
		<title>Pile integrity test - Revision history</title>
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		<updated>2026-05-26T07:12:45Z</updated>
		<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>https://www.designingbuildings.co.uk/w/index.php?title=Pile_integrity_test&amp;diff=182522&amp;oldid=prev</id>
		<title>Designing Buildings at 07:13, 18 November 2020</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Pile_integrity_test&amp;diff=182522&amp;oldid=prev"/>
				<updated>2020-11-18T07:13:45Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: white; color:black;&quot;&gt;
			&lt;col class='diff-marker' /&gt;
			&lt;col class='diff-content' /&gt;
			&lt;col class='diff-marker' /&gt;
			&lt;col class='diff-content' /&gt;
		&lt;tr valign='top'&gt;
		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;← Older revision&lt;/td&gt;
		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;Revision as of 07:13, 18 November 2020&lt;/td&gt;
		&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 28:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 28:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;* Testing pile foundations.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;* Testing pile foundations.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;[[Category:&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Health_and_safety_/_CDM&lt;/del&gt;]] [[Category:&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Standards_&lt;/del&gt;/&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;_measurements&lt;/del&gt;]] [[Category:&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;DCN_Standard&lt;/del&gt;]] [[Category:Construction_techniques]]&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;[[Category:&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;DCN_Definition&lt;/ins&gt;]] [[Category:&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;DCN_Guidance]] [[Category:Health_and_safety_&lt;/ins&gt;/&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;_CDM&lt;/ins&gt;]] [[Category:&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Standards_/_measurements&lt;/ins&gt;]] [[Category:Construction_techniques]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Designing Buildings</name></author>	</entry>

	<entry>
		<id>https://www.designingbuildings.co.uk/w/index.php?title=Pile_integrity_test&amp;diff=107518&amp;oldid=prev</id>
		<title>Designing Buildings at 15:58, 27 May 2018</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Pile_integrity_test&amp;diff=107518&amp;oldid=prev"/>
				<updated>2018-05-27T15:58:50Z</updated>
		
		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: white; color:black;&quot;&gt;
			&lt;col class='diff-marker' /&gt;
			&lt;col class='diff-content' /&gt;
			&lt;col class='diff-marker' /&gt;
			&lt;col class='diff-content' /&gt;
		&lt;tr valign='top'&gt;
		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;← Older revision&lt;/td&gt;
		&lt;td colspan='2' style=&quot;background-color: white; color:black;&quot;&gt;Revision as of 15:58, 27 May 2018&lt;/td&gt;
		&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot;&gt;&amp;#160;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;color: red; font-weight: bold; text-decoration: none;&quot;&gt;Foundations provide support for structures, transferring their load to layers of soil or rock that have sufficient bearing capacity and suitable settlement characteristics to support them.&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot;&gt;&amp;#160;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;color: red; font-weight: bold; text-decoration: none;&quot;&gt;&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;Pile foundations are deep foundations. They are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. A foundation is described as 'piled' when its depth is more than three times its breadth.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;Pile foundations are deep foundations. They are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. A foundation is described as 'piled' when its depth is more than three times its breadth.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;While the integrity of superstructure members can be tested and assessed from visual examinations, dimensions checks and so on, pile foundations, once they are in place, &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;must &lt;/del&gt;be &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;tested using a different method&lt;/del&gt;.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;While the integrity of superstructure members can be tested and assessed from visual examinations, dimensions checks and so on, pile foundations, once they are in place, &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;can &lt;/ins&gt;be &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;more difficult to test. Flaws and defects may develop during construction or subsequent excavation and trimming&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Flaws and defects can occur in all types of piles, and usually develop during construction or subsequent excavation and trimming. &lt;/del&gt;Pile integrity testing &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;is a method that &lt;/del&gt;is used to discover and assess &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;these &lt;/del&gt;flaws before further damage occurs. It is a low-strain, non-destructive method and can be used to test any form of concrete or timber pile, as long as they are not excessively slender&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;, as well as drilled shafts&lt;/del&gt;. &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;A pile integrity test &lt;/del&gt;can be used either for forensic examinations on existing piles or for quality assurance for new construction.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;Pile integrity testing is used to discover and assess flaws before further damage occurs. It is a low-strain, non-destructive method and can be used to test any form of concrete or timber pile &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;as well as drilled shafts&lt;/ins&gt;, as long as they are not excessively slender. &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;It &lt;/ins&gt;can be used either for forensic examinations on existing piles or for quality assurance for new construction.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;Various techniques can be used for interpreting the records of force and velocity taken under the impact of a light hammer blow. The most common technique is known as the transient dynamic response (TDR) method, which is both quick and cost-effective. Based on wave propagation theory, the top of a pile is struck with a hand-held hammer to generate a compression wave. This wave travels at a constant speed down the length of the pile and is measured with an accelerometer or geophone placed on top of the pile.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;Various techniques can be used for interpreting the records of force and velocity taken under the impact of a light hammer blow. The most common technique is known as the transient dynamic response (TDR) method, which is both quick and cost-effective. Based on wave propagation theory, the top of a pile is struck with a hand-held hammer to generate a compression wave. This wave travels at a constant speed down the length of the pile and is measured with an accelerometer or geophone placed on top of the pile.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;Any abnormalities or changes in cross-sectional area (e.g. due to the presence of a void) produce wave reflections which can &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;then &lt;/del&gt;be measured and mapped on a digitally simulated profile of the pile.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;Any abnormalities or changes in cross-sectional area (e.g. due to the presence of a void) produce wave reflections which can be measured and mapped on a digitally&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;-&lt;/ins&gt;simulated profile of the pile.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;While pile integrity testing can provide an indication as to the soundness of the &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;concrete&lt;/del&gt;, it does have some limitations. It cannot be used over pile caps and does not provide an indication of the pile’s bearing capacity. &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;The &lt;/del&gt;test is &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;also &lt;/del&gt;not effective at evaluating the section of a pile below cracks that may cross the entire cross-sectional area of the pile.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;While pile integrity testing can provide an indication as to the soundness of the &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;pile&lt;/ins&gt;, it does have some limitations. It cannot be used over pile caps and does not provide an indication of the pile’s bearing capacity. &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;In addition, the &lt;/ins&gt;test is not effective at evaluating the section of a pile below cracks that may cross the entire cross-sectional area of the pile.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;= Find out more =&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;= Find out more =&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 26:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 28:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;* Testing pile foundations.&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;* Testing pile foundations.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;&amp;#160;&lt;/td&gt;&lt;td style=&quot;background: #eee; color:black; font-size: smaller;&quot;&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt;&amp;minus;&lt;/td&gt;&lt;td style=&quot;background: #ffa; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;[[Category:Health_and_safety_/_CDM]] [[Category:Standards_/_measurements]] [[Category:Construction_techniques]]&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;background: #cfc; color:black; font-size: smaller;&quot;&gt;&lt;div&gt;[[Category:Health_and_safety_/_CDM]] [[Category:Standards_/_measurements&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;]] [[Category:DCN_Standard&lt;/ins&gt;]] [[Category:Construction_techniques]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Designing Buildings</name></author>	</entry>

	<entry>
		<id>https://www.designingbuildings.co.uk/w/index.php?title=Pile_integrity_test&amp;diff=105697&amp;oldid=prev</id>
		<title>Editor: Created page with &quot;Pile foundations are deep foundations. They are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. A foundation is ...&quot;</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Pile_integrity_test&amp;diff=105697&amp;oldid=prev"/>
				<updated>2018-05-03T12:18:22Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;Pile foundations are deep foundations. They are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. A foundation is ...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;Pile foundations are deep foundations. They are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. A foundation is described as 'piled' when its depth is more than three times its breadth.&lt;br /&gt;
&lt;br /&gt;
While the integrity of superstructure members can be tested and assessed from visual examinations, dimensions checks and so on, pile foundations, once they are in place, must be tested using a different method.&lt;br /&gt;
&lt;br /&gt;
Flaws and defects can occur in all types of piles, and usually develop during construction or subsequent excavation and trimming. Pile integrity testing is a method that is used to discover and assess these flaws before further damage occurs. It is a low-strain, non-destructive method and can be used to test any form of concrete or timber pile, as long as they are not excessively slender, as well as drilled shafts. A pile integrity test can be used either for forensic examinations on existing piles or for quality assurance for new construction.&lt;br /&gt;
&lt;br /&gt;
Various techniques can be used for interpreting the records of force and velocity taken under the impact of a light hammer blow. The most common technique is known as the transient dynamic response (TDR) method, which is both quick and cost-effective. Based on wave propagation theory, the top of a pile is struck with a hand-held hammer to generate a compression wave. This wave travels at a constant speed down the length of the pile and is measured with an accelerometer or geophone placed on top of the pile.&lt;br /&gt;
&lt;br /&gt;
Any abnormalities or changes in cross-sectional area (e.g. due to the presence of a void) produce wave reflections which can then be measured and mapped on a digitally simulated profile of the pile.&lt;br /&gt;
&lt;br /&gt;
While pile integrity testing can provide an indication as to the soundness of the concrete, it does have some limitations. It cannot be used over pile caps and does not provide an indication of the pile’s bearing capacity. The test is also not effective at evaluating the section of a pile below cracks that may cross the entire cross-sectional area of the pile.&lt;br /&gt;
&lt;br /&gt;
= Find out more =&lt;br /&gt;
&lt;br /&gt;
=== Related articles on Designing Buildings Wiki ===&lt;br /&gt;
&lt;br /&gt;
* Bearing capacity.&lt;br /&gt;
* Bored piles.&lt;br /&gt;
* Driven piles.&lt;br /&gt;
* Geophysical survey.&lt;br /&gt;
* Insitu testing of soils.&lt;br /&gt;
* Pile foundations.&lt;br /&gt;
* Piling equipment.&lt;br /&gt;
* Structural engineer.&lt;br /&gt;
* Testing construction materials.&lt;br /&gt;
* Testing pile foundations.&lt;br /&gt;
&lt;br /&gt;
[[Category:Health_and_safety_/_CDM]] [[Category:Standards_/_measurements]] [[Category:Construction_techniques]]&lt;/div&gt;</summary>
		<author><name>Editor</name></author>	</entry>

	</feed>