Page 27 - Analysis and Design of Energy Geostructures
P. 27

xxviii  List of symbols


                Greek symbols
                Symbol         Variable name                                      Unit measure
                α              Linear thermal expansion coefficient               1/ C; με/ C


                               Thermal expansion coefficient of concrete          1/ C; με/ C


                α c
                               Coefficient considering long-term effects on the compressive strength of
                α cc
                                 concrete
                               Coefficient considering long-term effects on the tensile strength of
                α ct
                                 concrete
                                                                                   2
                               Thermal diffusivity                                m /s
                α d
                                                                                   2
                               Thermal diffusivity of the fluid                   m /s
                α d;f
                                                                                   2
                               Thermal diffusivity of the soil                    m /s
                α d;soil
                                                                                   2
                               Thermal diffusivity of the energy pile             m /s
                α d;EP


                               Equivalent linear thermal expansion coefficient    1/ C; με/ C
                α eq
                               Rheological coefficient
                α r

                               Linear thermal expansion coefficient of soil       1/ C; με/ C

                α soil

                               Linear thermal expansion coefficient of soil at the level of pile base  1/ C; με/ C

                α soil;b

                               Linear thermal expansion coefficient of soil around the pile shaft  1/ C; με/ C

                α soil;s

                               Linear thermal expansion coefficient of wire       1/ C; με/ C

                α wire
                               Modular ratio
                α E
                               Linear thermal expansion coefficient of pile       1/ C; με/ C


                α EP
                               Dilatancy rule parameter
                α h
                               Surface absorptivity
                α irr

                α 0 ;α 1 ; α 2  Material constants                                1/ C
                               Adhesion factor
                f
                a
                               Empirical constants
                β 0 ; β 1
                               Material parameter
                β H
                               Plastic rigidity
                β p
                               Thermal expansion coefficient vector               1/ C; με/ C


                β kl


                               Volumetric thermal expansion coefficient           1/ C; με/ C
                β; β j


                               Volumetric thermal expansion coefficient of water  1/ C; με/ C
                β w
                               Angle between plastic strain increment vector and normal to the yield  degrees
                β yy
                                 surface
                β ~            Ratio of the distance of the centre of compression from the compression
                                 face to the neutral axis depth
                               Shear factor
                β
                β f            Beta factor
                γ              Unit weight                                        kN/m 3
                ς 1 ; ς 2      Material parameters
                               Factors for unfavourable permanent actions
                ς i
                γ 0            Buoyant unit weight                                N/m 3
                γ              Saturated unit weight                              N/m 3
                γ sat          Dry unit weight                                    N/m 3
                γ d            Unit weight of solid particles                     N/m 3
                γ s            Partial factor for design action effect
                γ ; γ ; γ ; γ  Partial resistance factors
                 Sd
                 b  s  t  s;t
                γ              Engineering shear strains
                γ kl           Unit weight of water
                γ w            Partial factor for steel
                γ r            Partial factor for effect of actions; Euler constant
                γ E            Partial factor for actions
                γ F            Partial factor for permanent action or permanent action effects
                 G
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