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  • Users: JoyceBCD
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  1. JoyceBCD

    Anyone familiar with Cliq software

    I have a quick question about Cliq. When you use Cliq to do liquefaction analysis, you need to input the in-situ groundwater level and the groundwater level during earthquake. So the in-situ groundwater level normally we will use whatever we got from the site investigation, that's easy. But...
  2. JoyceBCD

    undrained shear strength from Shear Vane Tests and CPT Tests

    Hi all, I just finished a project, and we did both shear vane tests and CPT tests on site. The test locations are relatively close, but the shear vane results (Su) and the CPT interpreted Su are various a lot. Say the Su from the shear vane tests is around 150kPa and the Su interpreted from...

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