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  1. JHeisenberg

    Drained vs. Undrained: Reduce the Load on Clay from Existing Condition

    Example soil profile: 0-15' Sand 15-20' NC Clay 20'+ Sand You excavate to 10'. Replace with material that weighs 1/2 of much as the excavated material. Can you assume the clay layer will behave as drained? It seems like to me it would partially depend on how much time is between the...
  2. JHeisenberg

    External Global Stability of Back to Back MSEW

    Looking for advice on how to model a global check of back to back MSEWs in a software like Slide or SLOPE/W. Specifically, how to set the search limits. Example for discussion... 20' back to back MSEW. 15' between each walls reinforcing straps. 15' > 20' x 0.5 Per FHWA, active thrust can fully...
  3. JHeisenberg

    What could cause a CPT and SPT soil behavior to not match up?

    Have several adjacent CPTs and SPTs at a site that are showing clay like behavior in the CPT and then classifying as low PI sands in the SPT. Any ideas what could be the cause of this?
  4. JHeisenberg

    Can someone help me better understand "mobilization" of deep foundation capacities?

    Trying to wrap my head around this concept. Comparing driven piles vs. drilled shafts my understanding is this: Drilled shafts you typically account for either end bearing or skin friction. For skin friction to be mobilized, the end bearing must be "overcome" to allow enough movement (approx...
  5. JHeisenberg

    Determining Young's Modulus (E) for Recompacted Fill using Triaxial and 1-D Consolidation Tests

    Any references or personal experience you can share? 1D Consolidation - Using the Modulus of Compressibility (Mv), Constrained Modulus (M), and Poisson's Ratio (v) to determine E. Triaxial - Using the triaxial stress-strain curves to determine E. How to make sure you are determining E that...
  6. JHeisenberg

    GRLWEAP - How to calculate "Pressure"

    I know Energy = Stroke Height X Ram Weight. I am curious how pressure is calculated in the Hammer Parameters. For example, in the GRLWEAP hammer table a pressure (psi) is provided for each reduced fuel setting. How is this calculated? If I am provided a fuel setting of energy XX (k-ft) from...
  7. JHeisenberg

    Determining Total Stress Parameters from CU Triaxial Results

    If I receive CU triaxial lab results showing both effective and total stress strength envelopes, with c & phi provided, based on the angle formed from these envelopes, are the total stress parameters accurate? GEC 5, Page 7-25, Section 7.4.3, 2nd Paragraph " CU triaxial tests cannot be used to...
  8. JHeisenberg

    Rule of Thumb for Mobilizing Full Capacity During PDA Testing?

    I was told at pile penetration resistances over around 10BL/in. you are likely not fully mobilizing and your PDA is likely under predicting your capacity. Can anyone confirm or deny this? Does anyone know of any good sources of research on this topic?
  9. JHeisenberg

    Modeling a composite pile in APILE

    Does anyone have any tips or advice on modeling a composite pile in APILE? For example, a 24" square concrete pile with a 12X53 pile point.

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