Page 32 - Analysis and Design of Energy Geostructures
P. 32

List of symbols  xxxiii


                   Greek symbols
                   Symbol         Variable name                                      Unit measure
                                  Factor for frequent value of a variable action
                   ψ 1
                                  Factor for quasipermanent value of a variable action
                   ψ 2
                                  Haigh equation parameter
                   ψ H
                                  Bessel function
                   ψ n
                   ϕ              Bessel function
                   ϕ n 0          Angle of shear strength                            degrees
                   ϕ 0            Angle of shear strength in compression             degrees
                    c
                   ϕ 0            Angle of shear strength in expansion               degrees
                    e
                   ϕ 0            Angle of shear strength at critical state          degrees
                   ϕ cv           Body forces in the ϕ direction                     N/m 3
                   φ              Angle                                              degrees
                   [              Steel bar diameter                                 m
                   ϖ              Integration variable                               degrees
                   ω              Angular frequency                                  rad/s
                   Ω              Displacement interaction factor; pile soil pile interaction factor;
                                    corrected interaction factor
                   Ω m            Displacement interaction factor for piles subjected to mechanical loads
                   Ω th           Displacement interaction factor for piles subjected to thermal loads
                   Ω ~            Pile soil interaction factor; approximate interaction factor
                   Ω h l =L-N     Displacement interaction factor for h l =L-N
                                  Interaction factor between two piles
                   Ω s=D
                                  Displacement interaction factor for ν soil 5 0.3
                   Ω ν soil 50:3
                   ξ              Integration limit
                                  Correlation factor
                   ξ 1 ; ξ 2 ; ξ 3 ; ξ 4
                                  Haigh equation parameter
                   ξ H
                                  Volume fractions
                   χ; χ i
                                  Volume fraction of air
                   χ a
                                  Volume fraction of soil particles
                   χ s
                                  Volume fraction of water
                   χ w
                   χ E            Curvature of cross section                         1/m
                                  Vector containing prescribed displacement functions  m
                   ℱ i
                   ℋ              Point of bounding surface
                   Operators, functions and counters
                   Symbol                                          Name
                   dðÞ                                             Increment operator
                   erfcðÞ                                          Complementary Gaussian error function
                   @                                               Derivative
                   Δ                                               Difference operator
                   P
                                                                   Sum
                   lnðÞ                                            Natural logarithm
                   r                                               Gradient operator
                   r ∙ ðÞ                                          Divergence operator
                                                                   Counters
                   i; j; k; l; m; n
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