Merrick Taylor

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  1. 3 votes
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    0 comments  ·  Geotechnical feedback » Slope  ·  Flag idea as inappropriate…  ·  Admin →
    Merrick Taylor shared this idea  · 
  2. 14 votes
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    2 comments  ·  Geotechnical feedback » Alp  ·  Flag idea as inappropriate…  ·  Admin →
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    Merrick Taylor commented  · 

    This would bring the software more in line with L-pile capability. Currently we are behind most of our competitors in this aspect. This feature is necessary for assessing pile performance in liquefied soils, where yielding of pile is allowed to occur provided extreme fibre strains are within specified tolerances.

    Merrick Taylor supported this idea  · 
  3. 1 vote
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    0 comments  ·  Geotechnical feedback » Seismic  ·  Flag idea as inappropriate…  ·  Admin →
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  4. 3 votes
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    1 comment  ·  Geotechnical feedback » Alp  ·  Flag idea as inappropriate…  ·  Admin →
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    Merrick Taylor commented  · 

    In New Zealand, it is common to refer to the Cubrinovski, Ishihara & Poulos (2009) method. I can provide references if required.

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