o n normal upper Gamma equals normal upper Gamma Subscript w"/>
It is of interest to note, as shown by Zienkiewicz (1982), that some typical soil constants are implied in the formulation. For instance, we note from (2.16) that for undrained behavior, when wi,i = 0, i.e. with no net outflow, we have (neglecting the last two terms which are of the second order).
or
and
or
If the pressure change dp is considered as a fraction of the mean total stress change mT dσ/3 or dσii/3, we obtain the so‐called B soil parameter (Skempton 1954) as
Using the assumption that the material is isotropic so that
where KT is (as defined in equation (1.10), the bulk modulus of the solid phase and μ is once again Lamé’s constant. B has, of course, a value approaching unity for soil but can be considerably lower for concrete or rock. Further, for unsaturated soils, the value will be much lower (Terzaghi 1925; Lambe and Whitman 1969; Craig 1992).
2.2.2 Simplified Equation Sets (u–p Form)
The governing equation set (2.11), (2.13), and (2.16) together with the auxiliary definition system can, of course, be used directly in numerical solution as shown by Zienkiewicz and Shiomi (1984). This system is suitable for explicit time‐stepping computation as shown by Sandhu and Wilson (1969) and Ghaboussi and Wilson (1972) and later by Chan et al. (1991). However, in implicit computation, where large algebraic equation systems arise, it is convenient to reduce the number of variables by neglecting the apparently small (underlined) terms of equations (2.11) and (2.13). These contain the variable wi(w) which now can be eliminated from the system.
The first equation of the reduced system becomes (from (2.11))
(2.20a)
or
(2.20b)
The second equation is obtained by coupling (2.13) and (2.16) using the definition (2.14) and thus eliminating the variable wi(w). We now have, omitting density changes
(2.21a)
or
(2.21b)
This reduced equation system is precisely the same as that used conventionally in the study of consolidation if the dynamic terms are omitted or even of static problems if the steady state is reached and all the time derivatives are reduced to zero. Thus, the formulation conveniently merges with procedures used for such analyses. However,