<?xml version="1.0"?>
<oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd">
  <dc:title xmlns:dc="http://purl.org/dc/elements/1.1/">2008, Lankelma, Lynn and Inner Dowsing, Skegness Beach Static Cone Penetration Tests</dc:title>
  <dc:type xmlns:dc="http://purl.org/dc/elements/1.1/">series</dc:type>
  <dc:identifier xmlns:dc="http://purl.org/dc/elements/1.1/">https://portal.medin.org.uk/portal/start.php?tpc=015_af2dfc43-bd9b-4326-9523-cb4e24f76f4f</dc:identifier>
  <dc:description xmlns:dc="http://purl.org/dc/elements/1.1/">At the request of Subocean Ltd, a Cone Penetration soil investigation was carried put on Lynn and Inner Dowsing by Lankelma Ltd The tests performed consisted of 11 electric Piezocone Tests (CPTU&#x2019;s) to a maximum depth of 13.99 or refusal. All tests were performed and measured the cone resistance, local side friction and pore water pressure with depth.

The report presented covers the factual reports with estimated soil types.</dc:description>
  <dc:date xmlns:dc="http://purl.org/dc/elements/1.1/">20080313</dc:date>
</oai_dc:dc>
