https://www.scipedia.com/wd/index.php?action=history&feed=atom&title=Andrus%2A_2024aAndrus* 2024a - Revision history2026-05-10T12:38:03ZRevision history for this page on the wikiMediaWiki 1.27.0-wmf.10https://www.scipedia.com/wd/index.php?title=Andrus*_2024a&diff=300867&oldid=prevJSanchez: JSanchez moved page Draft Sanchez Pinedo 192462982 to Andrus* 2024a2024-06-06T12:53:49Z<p>JSanchez moved page <a href="/public/Draft_Sanchez_Pinedo_192462982" class="mw-redirect" title="Draft Sanchez Pinedo 192462982">Draft Sanchez Pinedo 192462982</a> to <a href="/public/Andrus*_2024a" title="Andrus* 2024a">Andrus* 2024a</a></p>
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<td colspan='1' style="background-color: white; color:black; text-align: center;">Revision as of 12:53, 6 June 2024</td>
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</td></tr></table>JSanchezhttps://www.scipedia.com/wd/index.php?title=Andrus*_2024a&diff=300866&oldid=prevJSanchez at 12:53, 6 June 20242024-06-06T12:53:45Z<p></p>
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 12:53, 6 June 2024</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>This paper discusses two ratios involving penetration resistance and shear-wave velocity (VS) that have been proposed for quantifying the influence of microstructure in aged and cemented soils for liquefaction assessment. The first ratio is the small-strain shear modulus (Gmax) divided by the cone penetration test tip resistance (qc). Because Gmax/qc is dimensionless, it can be expressed as a ratio of measured VS divided by a function of qc with velocity units. The second ratio is the measured VS divided by an estimated VS from penetration resistance-VS relationships for relatively young sand deposits (MEVR). The advantages and limitations of both ratios are discussed. The influence of various fines content (πΉπΉπΉπΉ) corrections on ππππ, penetration resistance-ππππ relationships, and a relationship between MEVR and the liquefaction cyclic resistance ratio correction factor for microstructure (πΎπΎπ·π·π·π·) is evaluated using two published datasets. The results show the πΉ πΉπΉπΉ correction to ππππ is minimal in the range for which the correction was derived. The πΉπΉπΉπΉ corrections to qc and standard penetration test blow count are significant for silty soils, having a net effect of lowering the penetration resistance-ππππ relationships and increasing the slope of the ππππππππ-πΎπΎπ·π·π·π· predictive relationship</div></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"><div>This paper discusses two ratios involving penetration resistance and shear-wave velocity (VS) that have been proposed for quantifying the influence of microstructure in aged and cemented soils for liquefaction assessment. The first ratio is the small-strain shear modulus (Gmax) divided by the cone penetration test tip resistance (qc). Because Gmax/qc is dimensionless, it can be expressed as a ratio of measured VS divided by a function of qc with velocity units. The second ratio is the measured VS divided by an estimated VS from penetration resistance-VS relationships for relatively young sand deposits (MEVR). The advantages and limitations of both ratios are discussed. The influence of various fines content (πΉπΉπΉπΉ) corrections on ππππ, penetration resistance-ππππ relationships, and a relationship between MEVR and the liquefaction cyclic resistance ratio correction factor for microstructure (πΎπΎπ·π·π·π·) is evaluated using two published datasets. The results show the πΉ πΉπΉπΉ correction to ππππ is minimal in the range for which the correction was derived. The πΉπΉπΉπΉ corrections to qc and standard penetration test blow count are significant for silty soils, having a net effect of lowering the penetration resistance-ππππ relationships and increasing the slope of the ππππππππ-πΎπΎπ·π·π·π· predictive relationship</div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"></ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">== Full Paper ==</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;"><pdf>Media:Draft_Sanchez Pinedo_192462982156.pdf</pdf></ins></div></td></tr>
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</table>JSanchezhttps://www.scipedia.com/wd/index.php?title=Andrus*_2024a&diff=300864&oldid=prevJSanchez at 12:53, 6 June 20242024-06-06T12:53:43Z<p></p>
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<td colspan='2' style="background-color: white; color:black; text-align: center;">Revision as of 12:53, 6 June 2024</td>
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<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">                                </ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">==Abstract==</ins></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f9f9f9; color: #333333; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #e6e6e6; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color:black; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">This paper discusses two ratios involving penetration resistance and shear-wave velocity (VS) that have been proposed for quantifying the influence of microstructure in aged and cemented soils for liquefaction assessment. The first ratio is the small-strain shear modulus (Gmax) divided by the cone penetration test tip resistance (qc). Because Gmax/qc is dimensionless, it can be expressed as a ratio of measured VS divided by a function of qc with velocity units. The second ratio is the measured VS divided by an estimated VS from penetration resistance-VS relationships for relatively young sand deposits (MEVR). The advantages and limitations of both ratios are discussed. The influence of various fines content (πΉπΉπΉπΉ) corrections on ππππ, penetration resistance-ππππ relationships, and a relationship between MEVR and the liquefaction cyclic resistance ratio correction factor for microstructure (πΎπΎπ·π·π·π·) is evaluated using two published datasets. The results show the πΉ πΉπΉπΉ correction to ππππ is minimal in the range for which the correction was derived. The πΉπΉπΉπΉ corrections to qc and standard penetration test blow count are significant for silty soils, having a net effect of lowering the penetration resistance-ππππ relationships and increasing the slope of the ππππππππ-πΎπΎπ·π·π·π· predictive relationship</ins></div></td></tr>
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