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		<id>https://www.designingbuildings.co.uk/w/index.php?action=history&amp;feed=atom&amp;title=Piling_mat</id>
		<title>Piling mat - Revision history</title>
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		<updated>2026-05-12T15:51:21Z</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=Piling_mat&amp;diff=175005&amp;oldid=prev</id>
		<title>Designing Buildings at 07:52, 23 September 2020</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Piling_mat&amp;diff=175005&amp;oldid=prev"/>
				<updated>2020-09-23T07:52:53Z</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 07:52, 23 September 2020&lt;/td&gt;
		&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 4:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 4:&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;{|&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;{|&lt;/div&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;| [[File:&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Piled raft foundation&lt;/del&gt;.jpg]]&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;| [[File:&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Piled_raft_foundation.jpg|link=File:Piled_raft_foundation&lt;/ins&gt;.jpg]]&lt;/div&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;| [[File:Piledriver.jpg]]&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;| [[&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;File:Piledriver.jpg|link=&lt;/ins&gt;File:Piledriver.jpg]]&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;|}&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;|}&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 colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 33:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 33:&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;* Working platforms for tracked plant: good practice guide to the design, installation, maintenance and repair of ground-supported working platforms.&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;* Working platforms for tracked plant: good practice guide to the design, installation, maintenance and repair of ground-supported working platforms.&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;Construction_techniques&lt;/del&gt;]] [[Category:&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;Products_/_components&lt;/del&gt;]] [[Category:DCN_Product_Knowledge]]&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&lt;/ins&gt;]] [[Category:DCN_Product_Knowledge&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;]] [[Category:Construction_techniques]] [[Category:Products_/_components&lt;/ins&gt;]]&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=Piling_mat&amp;diff=96613&amp;oldid=prev</id>
		<title>Designing Buildings at 16:32, 24 January 2018</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Piling_mat&amp;diff=96613&amp;oldid=prev"/>
				<updated>2018-01-24T16:32:20Z</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 16:32, 24 January 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 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;Pile foundations are a type of deep foundation &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;that is &lt;/del&gt;principally used to transfer loads from superstructures, through weak, compressible strata or water onto stronger, more compact, less compressible and stiffer soil or rock at depth. They are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber.&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 foundations are a type of deep foundation&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;, &lt;/ins&gt;principally used to transfer loads from superstructures, through weak, compressible strata or water onto stronger, more compact, less compressible and stiffer soil or rock at depth. They are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber.&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;A piling mat is a type of working platform used for piling rigs to travel and operate on, providing a stable base on which they can move around the site&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;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;They are constructed by displacement (driven) or replacement (bored)&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;The design of piling mats will depend on the ground conditions and the piling equipment being used, as well as the rig loadings (which typically range from 5 to over 150 tonnes)&lt;/del&gt;. &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;If a piling mat is too deep it will be incurring unnecessary costs, whilst if it is too shallow it may need time- and cost-inefficient repairs. A soft spot in the surface of just 1 sq. m, can be enough to unbalance the rig&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;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;{|&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 class=&quot;diffchange diffchange-inline&quot;&gt;| [[File:Piled raft foundation&lt;/ins&gt;.&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;jpg]]&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 class=&quot;diffchange diffchange-inline&quot;&gt;| [[File:Piledriver&lt;/ins&gt;.&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;jpg]]&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 class=&quot;diffchange diffchange-inline&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;/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;Typically, the top of a piling mat will be around &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;640 &lt;/del&gt;mm above the pile cut-off level, and it will extend beyond the outermost pile positions by at least 2 m. The edges of the mat and the ramps onto and off it should be clearly marked.&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;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;A piling mat is a type of working platform used for piling rigs to travel on, providing a stable base on which they can move around the site and operate.&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;&amp;#160;&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 class=&quot;diffchange diffchange-inline&quot;&gt;The design of piling mats will depend on the ground conditions and the piling equipment being used, as well as the rig loadings (which typically range from 5 to over 150 tonnes). If a piling mat is too deep it will be incurring unnecessary costs, whilst if it is too shallow it may need time- and cost-inefficient repairs. A soft spot in the surface of just 1 sq. m, can be enough to unbalance a rig.&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;&amp;#160;&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;Typically, the top of a piling mat will be around &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;600 &lt;/ins&gt;mm above the pile cut-off level, and it will extend beyond the outermost pile positions by at least 2 m. The edges of the mat and the ramps onto and off it should be clearly marked.&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;The most suitable materials for piling mats are generally well-graded natural gravels, clean-crushed concrete, crushed hard rock, and so on. As long as it has rebar and timber removed, graded recycled demolition material can also be used. Mats are rolled and compacted in layers. The mat should be free-draining to prevent any build-up of water or slurry on its surface. On sites with a high water table, a separating membrane may be positioned between the mat and the sub-grade to prevent the upward migration of fine-grained soils into the mat.&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;The most suitable materials for piling mats are generally well-graded natural gravels, clean-crushed concrete, crushed hard rock, and so on. As long as it has rebar and timber removed, graded recycled demolition material can also be used. Mats are rolled and compacted in layers. The mat should be free-draining to prevent any build-up of water or slurry on its surface. On sites with a high water table, a separating membrane may be positioned between the mat and the sub-grade to prevent the upward migration of fine-grained soils into the mat.&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 33:&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;* Working platforms for tracked plant: good practice guide to the design, installation, maintenance and repair of ground-supported working platforms.&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;* Working platforms for tracked plant: good practice guide to the design, installation, maintenance and repair of ground-supported working platforms.&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:Construction_techniques]] [[Category:Products_/_components]]&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:Construction_techniques]] [[Category:Products_/_components&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;]] [[Category:DCN_Product_Knowledge&lt;/ins&gt;]]&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=Piling_mat&amp;diff=96612&amp;oldid=prev</id>
		<title>Designing Buildings at 16:27, 24 January 2018</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Piling_mat&amp;diff=96612&amp;oldid=prev"/>
				<updated>2018-01-24T16:27:48Z</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 16:27, 24 January 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 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;Piles &lt;/del&gt;are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;. The type of pile will determine the pile driving equipment that is most suitable&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;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Pile foundations are a type of deep foundation that is principally used to transfer loads from superstructures, through weak, compressible strata or water onto stronger, more compact, less compressible and stiffer soil or rock at depth. They &lt;/ins&gt;are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber.&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;A piling mat is a type of working platform &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;required &lt;/del&gt;for &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;a &lt;/del&gt;piling &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;rig &lt;/del&gt;to travel and operate on&lt;del class=&quot;diffchange diffchange-inline&quot;&gt;. It must be designed to be able to resist the forces from the piling rig&lt;/del&gt;, which can &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;range in weights from 5 to over 150 tonnes&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;A piling mat is a type of working platform &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;used &lt;/ins&gt;for piling &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;rigs &lt;/ins&gt;to travel and operate on, &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;providing a stable base on &lt;/ins&gt;which &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;they &lt;/ins&gt;can &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;move around the site&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;The design of &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;the &lt;/del&gt;piling &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;mat must consider &lt;/del&gt;the ground conditions and the piling equipment being used, as well as the rig loadings. If &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;the &lt;/del&gt;piling mat is &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;set &lt;/del&gt;too deep it will &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;likely incur &lt;/del&gt;unnecessary costs, &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;whereas &lt;/del&gt;if it is &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;set &lt;/del&gt;too shallow &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;then &lt;/del&gt;it may &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;result in inadequate performance which requires &lt;/del&gt;time- and cost-inefficient repairs. &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;In addition, a &lt;/del&gt;soft spot in the surface of &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;only around &lt;/del&gt;1 sq. m, can be enough to unbalance the rig.&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;The design of piling &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;mats will depend on &lt;/ins&gt;the ground conditions and the piling equipment being used, as well as the rig loadings &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;(which typically range from 5 to over 150 tonnes)&lt;/ins&gt;. If &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;a &lt;/ins&gt;piling mat is too deep it will &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;be incurring &lt;/ins&gt;unnecessary costs, &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;whilst &lt;/ins&gt;if it is too shallow it may &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;need &lt;/ins&gt;time- and cost-inefficient repairs. &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;A &lt;/ins&gt;soft spot in the surface of &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;just &lt;/ins&gt;1 sq. m, can be enough to unbalance the rig.&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;A recommended height of &lt;/del&gt;the top of &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;the &lt;/del&gt;piling mat &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;is &lt;/del&gt;around 640 mm above the pile cut-off level, &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;as by being able to place steel flush with the mat, the site can be kept relatively unobstructed, which reduces the risk of pile damage. Piling rigs must be free to move around a site on a stable platform with ease, as wasteful standing time can often be costly. The mat should typically &lt;/del&gt;extend beyond the outermost pile positions &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;to a minimum of &lt;/del&gt;2 m. The edges of the mat and the ramps onto and off it should be clearly marked.&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;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Typically, &lt;/ins&gt;the top of &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;a &lt;/ins&gt;piling mat &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;will be &lt;/ins&gt;around 640 mm above the pile cut-off level, &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;and it will &lt;/ins&gt;extend beyond the outermost pile positions &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;by at least &lt;/ins&gt;2 m. The edges of the mat and the ramps onto and off it should be clearly marked.&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;The most suitable materials &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;to use &lt;/del&gt;for &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;a &lt;/del&gt;piling &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;mat &lt;/del&gt;are well-graded natural gravels, clean-crushed concrete, crushed hard rock, and so on. As long as it has rebar and timber removed, graded recycled demolition material can also be used. Mats are rolled and compacted in layers. The mat should be free-draining to prevent any build-up of water or slurry on its surface &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;which can result in damage over time&lt;/del&gt;. On sites with a high water table, a separating membrane positioned between the mat and the sub-grade &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;can be used &lt;/del&gt;to prevent the upward migration of fine-grained soils into the mat.&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;The most suitable materials for piling &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;mats &lt;/ins&gt;are &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;generally &lt;/ins&gt;well-graded natural gravels, clean-crushed concrete, crushed hard rock, and so on. As long as it has rebar and timber removed, graded recycled demolition material can also be used. Mats are rolled and compacted in layers. The mat should be free-draining to prevent any build-up of water or slurry on its surface. On sites with a high water table, a separating membrane &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;may be &lt;/ins&gt;positioned between the mat and the sub-grade to prevent the upward migration of fine-grained soils into the mat.&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;The piling mat &lt;/del&gt;should be inspected daily to ensure &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;it is kept &lt;/del&gt;in proper working condition. If any excavations, trenches or holes &lt;del class=&quot;diffchange diffchange-inline&quot;&gt;are &lt;/del&gt;formed in the surface, they must be properly backfilled to ensure they are as stable as the rest of the mat.&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;&lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;Piling mats &lt;/ins&gt;should be inspected daily to ensure &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;they are &lt;/ins&gt;in proper working condition. If any excavations, trenches or holes &lt;ins class=&quot;diffchange diffchange-inline&quot;&gt;have &lt;/ins&gt;formed in the surface, they must be properly backfilled to ensure they are as stable as the rest of the mat.&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;It is mandatory that every site with an operational piling rig has a Working Platform Certificate (WPC) that states the piling mat has been correctly designed and installed. The WPC must be signed by the principal contractor and provided for the piling contractor before any piling commences on the site.&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;It is mandatory that every site with an operational piling rig has a Working Platform Certificate (WPC) that states the piling mat has been correctly designed and installed. The WPC must be signed by the principal contractor and provided for the piling contractor before any piling commences on the site.&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=Piling_mat&amp;diff=96414&amp;oldid=prev</id>
		<title>Editor: Created page with &quot;Piles are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. The type of pile will determine the pile driving equip...&quot;</title>
		<link rel="alternate" type="text/html" href="https://www.designingbuildings.co.uk/w/index.php?title=Piling_mat&amp;diff=96414&amp;oldid=prev"/>
				<updated>2018-01-22T14:35:35Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot;Piles are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. The type of pile will determine the pile driving equip...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;Piles are formed by long, slender, columnar elements typically made from steel or reinforced concrete, or sometimes timber. The type of pile will determine the pile driving equipment that is most suitable.&lt;br /&gt;
&lt;br /&gt;
A piling mat is a type of working platform required for a piling rig to travel and operate on. It must be designed to be able to resist the forces from the piling rig, which can range in weights from 5 to over 150 tonnes.&lt;br /&gt;
&lt;br /&gt;
The design of the piling mat must consider the ground conditions and the piling equipment being used, as well as the rig loadings. If the piling mat is set too deep it will likely incur unnecessary costs, whereas if it is set too shallow then it may result in inadequate performance which requires time- and cost-inefficient repairs. In addition, a soft spot in the surface of only around 1 sq. m, can be enough to unbalance the rig.&lt;br /&gt;
&lt;br /&gt;
A recommended height of the top of the piling mat is around 640 mm above the pile cut-off level, as by being able to place steel flush with the mat, the site can be kept relatively unobstructed, which reduces the risk of pile damage. Piling rigs must be free to move around a site on a stable platform with ease, as wasteful standing time can often be costly. The mat should typically extend beyond the outermost pile positions to a minimum of 2 m. The edges of the mat and the ramps onto and off it should be clearly marked.&lt;br /&gt;
&lt;br /&gt;
The most suitable materials to use for a piling mat are well-graded natural gravels, clean-crushed concrete, crushed hard rock, and so on. As long as it has rebar and timber removed, graded recycled demolition material can also be used. Mats are rolled and compacted in layers. The mat should be free-draining to prevent any build-up of water or slurry on its surface which can result in damage over time. On sites with a high water table, a separating membrane positioned between the mat and the sub-grade can be used to prevent the upward migration of fine-grained soils into the mat.&lt;br /&gt;
&lt;br /&gt;
The piling mat should be inspected daily to ensure it is kept in proper working condition. If any excavations, trenches or holes are formed in the surface, they must be properly backfilled to ensure they are as stable as the rest of the mat.&lt;br /&gt;
&lt;br /&gt;
It is mandatory that every site with an operational piling rig has a Working Platform Certificate (WPC) that states the piling mat has been correctly designed and installed. The WPC must be signed by the principal contractor and provided for the piling contractor before any piling commences on the site.&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;
* Bored piles.&lt;br /&gt;
* Driven piles.&lt;br /&gt;
* Groundworks.&lt;br /&gt;
* Pile foundations.&lt;br /&gt;
* Piling equipment.&lt;br /&gt;
* Tension piles.&lt;br /&gt;
* Working platform.&lt;br /&gt;
* Working platforms for tracked plant: good practice guide to the design, installation, maintenance and repair of ground-supported working platforms.&lt;br /&gt;
&lt;br /&gt;
[[Category:Construction_techniques]] [[Category:Products_/_components]]&lt;/div&gt;</summary>
		<author><name>Editor</name></author>	</entry>

	</feed>