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A Review on Collapse Caldera Modelling                               253


             2004) is to assume that tensional fractures are produced when:

                                             s 3   T 0                             (2)
             whereas shear fractures occur if:
                                                                                   (3)
                                            s 1   s 3   S 0
             where T 0 and S 0 represent the tensile and the shear strength of the embedding
             crust, respectively. Equation (2) is the Griffith failure criteria for brittle materials
             under a tensional regime (s 1 +3s 3 o0), whereas Equation (3) reflects a limit of the
             Mohr–Coulomb shear failure criteria near the brittle-ductile transition. Hence,
             the above expressions can be considered as end-members of the combined Griffith/
             Mohr–Coulomb failure criteria for brittle materials. Using these criteria, tensional
             fractures are produced in a plane perpendicular to s 3 , whereas a conjugate pair of shear
             fractures occurs in the plane s 1  s 3 forming angles of 7451 with respect the s 1
             direction.
                Once a fracture criteria and a crustal rheology is defined, we can use models to
             assess the likelihood of a collapse formation depending on load conditions, magma
             chamber geometry, and crustal properties (homogeneous, horizontal layering, etc.).
             Thus, in contrast to magma chamber models, host rock models are based on stress-field
             computations to analyse distinct collapse scenarios defined by different load conditions
             such as magma chamber overpressure (e.g. Komuro et al., 1984; Chery et al., 1991;
             Gudmundsson et al., 1997; Gudmundsson, 1998; Burov and Guillou-Frottier, 1999;
             Guillou-Frottier et al., 2000; Gray and Monaghan, 2004; Gudmundsson, 2008),
             underpressure (e.g. Druitt and Sparks, 1984; Folch and Martı ´, 2004; Gudmundsson
             2008), or the existence of regional tectonic stress such as horizontal tension or regional
             doming (e.g. Gudmundsson, 1998; Gudmundsson et al., 1997; Gudmundsson, 2008).
             Figure 8 shows the general sketch of the scenario contemplated by this group of
             models. The main findings of models can be summarised as follows:

             (1) Formation of ring faults considering underpressure load conditions.
                   All results from models employing purely elastic and homogeneous rheology
                 agree that spherical magma chambers are unlikely to generate ring faults
                 because the maximum tensile stress at the ground surface is much lower than
                 the chamber’s underpressure, and the maximum shear stress occurs at the centre
                 of the chamber rather than at its margins. However, for a fixed underpressure,
                 increasing the chamber’s eccentricity entails an increase of tensional stresses at
                 surface and a progressive shift of the maximum shear stress towards the chamber
                 margins. This suggests that sill-like chambers having a certain eccentricity and
                 subjected to sufficient underpressure can induce dyke injection (Gudmundsson,
                 2008), ring-fault formation (Gudmundsson, 1998; Folch and Martı ´, 2004), or a
                 combination of both. Thus, Folch and Martı ´ (2004) propose that the formation
                 of calderas by underpressure may be governed by two different mechanisms
                 strongly controlled by the chamber geometry (Figure 9). For very eccentric
                 geometries, ring faults would form as a consequence of the flexural bending of
                 the chamber roof. This would be the mechanism related to the formation of
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