<p><p><strong>References:<br></strong><em>Aldridge and Naguib (1992)<br>ALLU (2007)<br>Burke et al. (2007)<br>Garbin and Mann (2010)<br>Garbin et al. (2011)<br>Hayward Baker Inc. (2009)</em></p><p><strong>Method Summary</strong></p><p>Active construction monitoring refers to the observation of construction processes and recordingcof important data to ensure that they are being performed according to project requirements, and consistently applied.
<p><p><strong>References:<br></strong><em>Axelsson and Rehnman (1999)<br>Burke et al. (2007)<br>Forsman et al. (2008)<br>Garbin and Mann (2010)<br>Garbin et al. (2011)<br>Havukainen et al. (2011)<br>Hayward Baker Inc. (2009)<br>Holm et al. (1999)<br>Jelisic and Leppanen (1999)</em></p><p><strong>Method Summary</strong></p><p>The column penetration test (KPS, from the original Swedish name) is an in situ quality assurance method that is similar to the CPT.
<p><p><strong>References:<br></strong><em>ALLU (2007)<br>ASTM D2573<br>Bredenberg et al. (1999)<br>Forsman et al. (2008)<br>Havukainen et al. (2011)<br>Jelisic and Leppanen (2003)</em></p><p><strong>Method Summary</strong></p><p>The vane shear test and the column vane shear test provide values for undrained shear strength. These in situ shear tests are quality assurance measures performed after mixing operations to verify that the specified level of improvement has been achieved.
<p><p><strong>References:<br></strong><em>Aldridge and Naguib (1992)<br>ALLU (2007)<br>Garbin and Mann (2010)<br>Garbin et al. (2011)<br>Hayward Baker Inc. (2009)<br>Jelisic and Leppanen (1999)</em></p><p><strong>Method Summary</strong></p><p>Cone penetration tests (CPT) or piezometric cone penetration tests (CPTu) (ASTM D5778 and ASTM D6067) may be used to evaluate the shear strength and pore pressure response of the treated volume.
<p><p><strong>Reference(s):<br></strong><em>Aldridge and Naguib (1992)<br>Broomhead and Jasperse (1992)<br>Garbin et al. (2011)</em></p><p>The extent of treatment is critical to ensuring that the mixed volume adequately prevents bearing capacity failure, prevents slope failure, and limits settlement. Geometry of the stabilized soil can be determined using conventional geotechnical methods or through numerical modeling and analysis.
<p><p><strong>References:<br></strong><em>Aldridge and Naguib (1992)<br>ALLU (2007)<br>Broomhead and Jasperse (1992)<br>Bruce et al. (2013)<br>Burke et al. (2007)<br>Forsman et al. (2008)<br>Garbin and Mann (2010)<br>Hayward Baker Inc. (2009)</em></p><p><strong>Method Summary</strong></p><p>Laboratory testing is a quality assurance technique performed after mixing operations to verify that the specified level of improvement was achieved.