<?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/">2011, RPS, Lincs, Variation in Soil Shear Strength with Depth</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_72b308dd-934f-4319-af9c-af5e7856c96e</dc:identifier>
  <dc:description xmlns:dc="http://purl.org/dc/elements/1.1/">RPS Energy (RPSE) have been contracted by Centrica Renewable Energy Limited (CREL) to determine the depth to which shallow soils (less than approximately 5m) with specific shear strengths are found throughout the Lincs Wind Farm Site. This information will help CREL in determining the most efficient method for trenching given the soil conditions. This technical note has been carried out based on boreholes and CPT&#x2019;s from the main Lincs Site investigation. It should be noted that if analysis of turbine locations LS70 &#x2013; LS75 is required then this can be carried out, assuming that RPSE is provided with the appropriate borehole / CPT data.</dc:description>
  <dc:date xmlns:dc="http://purl.org/dc/elements/1.1/">20210517T13:47:28</dc:date>
</oai_dc:dc>