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Elastic continuum approach was adopted for modelling the soil.
In the dual continuum approach, the reservoir is divided into two major parts: fractures and matrix.
In this paper we will restrict ourselves to phenomena for which a continuum approach is adequate.
A three-dimensional meshfree continuum approach is applied to the large deformation of plate/shell structures.
The tool used in this work is a commercial simulator based on the continuum approach.
A two-dimensional meshless continuum approach is applied to the bending deformation of plate/shell structures.
The continuity equation derived via the continuum approach relates the mass accumulation to the divergence (Bear and Cheng 2010).
Lin et al. (2012) used a continuum approach to simulate direct shear tests on flat and wave-like rock joints.
A continuum approach to modeling of high-cycle fatigue is proposed.
Flexible structures are modeled using a three-dimensional continuum approach in a total Lagrangian setting considering large displacements and rotations.
In addition, it features preferential vertical flow in the vadose zone modelled using a dual continuum approach.
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