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Exploring the application of closed form solutions in geotechnical problems

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Figure

Table of values for creation of Newmark style Mindlin based influ-
Figure 2.1: Plane Strain (Source: http://academic.uprm.edu/pcaceres/Courses/
Figure 2.2: Plane Stress (Source: http://academic.uprm.edu/pcaceres/Courses/MechMet/MET-2B.pdf)
Figure 2.3: Stress strain axisymmetry of a pile (Powrie 2004, pp.71).
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