Absorption of resonant EM waves produces an irregular resonant energy distribution curve. The theory was proposed by David Bohm in 1952 (a few years before Everett’s theory), extending a theory of Louis De Broglie’s from 1927. So similar to what I did here, I go up and down. The truth is somewhere between Newton and Parmenides. By the Born Rule, when we make a measurement the probability of seeing spin-up is Figure 16 shows such a matching process.� The method used to match the two has varied over the years, but the principle has been the same.� This process is done in real time.� The reliability of the method is such that it can be used as a substitute for a static load test in many cases, because the dynamic and static components of the resistance are separated during the analysis.� In addition to being used for driven piles, it also can be used for bored piles (drilled shafts, auger-cast piles) if special hammers are employed to generate the force-time curve necessary for the analysis.� (One necessary prerequisite for a successful CAPWAP analysis is that the shaft and toe resistance be fully mobilised during driving.) The success of CAPWAP has been based on the increasing computing power available in the field to process the data.� (CAPWAP, and other dynamic monitoring, can also be remotely monitored as well.)� But what if there were a "back of the envelope" type of analysis that could be used to estimate ultimate pile capacity based on the force-time and velocity-time data?� That is the concept behind the Case Method, which actually antedates CAPWAP.�� The Case Method is also useful to give an initial feel for the use of field data, and that is our primary interest in it.

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